id stringlengths 12 12 | format stringclasses 2
values | title_ko stringlengths 0 811 ⌀ | title_en stringlengths 0 1.26k ⌀ | journal dict | authors listlengths 0 15 | abstract_ko stringlengths 0 4k ⌀ | abstract_en stringclasses 100
values | keywords stringclasses 157
values | citation_count stringclasses 5
values | doi stringlengths 0 127 ⌀ | url stringclasses 101
values | file_source stringlengths 23 23 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
ART001957446 | oai_dc | Rock bridge fracture model and stability analysis of surrounding rock in underground cavern group | Rock bridge fracture model and stability analysis of surrounding rock in underground cavern group | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Song Yu(Chinese Academy of Sciences); Wei-shen Zhu(Chinese Academy of Sciences); Wei-min Yang(Shandong University); Dun-fu Zhang(Shandong University); Qing-song Ma(Shandong University)"
] | Many hydropower stations in southwest China are located in regions of brittle rock mass with high geo-stresses. Under these conditions deep fractured zones often occur in the sidewalls of the underground caverns of a power station. The theory and methods of fracture and damage mechanics are therefore adopted to study t... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001957444 | oai_dc | Analysis of thermally induced vibration of cable-beam structures | Analysis of thermally induced vibration of cable-beam structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Han-Qing Deng(Xidian University); Tuan-Jie Li(Xidian University); Bi-Jie Xue(Xidian University); Zuo-Wei Wang(Xidian University)"
] | Cable-beam structures characterized by variable stiffness nonlinearities are widely found in various structural engineering applications, for example in space deployable structures. Space deployablestructures in orbit experience both high temperature caused by sun’s radiation and low temperature by Earth’s umbral shado... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001957445 | oai_dc | Numerical simulation of reinforced concrete slabs under missile impact | Numerical simulation of reinforced concrete slabs under missile impact | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Duc-Kien Thai(Sejong University); 김승억(세종대학교)"
] | This paper presents a numerical analysis of reinforced concrete slabs under missile impactloading. The specimen used for the numerical simulation was tested by the Technical Research Center ofFinland. LS-DYNA, commercial available software, is used to analyze the model. The structuralcomponents of the reinforced concre... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875425 | oai_dc | Crack propagation and deviation in bi-materials under thermo-mechanical loading | Crack propagation and deviation in bi-materials under thermo-mechanical loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mourad Chama(University Djillali Liabes of Sidi Bel Abbes); Benali Boutabout(University Djillali Liabes of Sidi Bel Abbes); Abdelkader Lousdad(University Djillali Liabes of Sidi Bel Abbes); Wafa Bensmain(University Djillali Liabes of Sidi Bel Abbes); Bel Abbes Bachir Bouiadjra(University Djillali Liabes of Sidi Be... | This paper presents a finite element based numerical model to solve two dimensional bi-material problems. A bi-material beam consisting of two phase materials ceramic and metal is modelled by finite element method. The beam is subjected simultaneously to mechanical and thermal loadings. The mainobjective of this study ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875427 | oai_dc | Performance of sandwich structure strengthened by pyramid cover under blast effect | Performance of sandwich structure strengthened by pyramid cover under blast effect | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sherif A. Mazek(Military Technical College)"
] | The number of explosive attacks on civilian structures has recently increased. Protection of structure subjected to blast load remains quite sophisticated to predict. The use of the pyramid cover system (PCS) to strengthen sandwich structures against a blast terror has great interests from engineering experts instructu... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875428 | oai_dc | Nonlinear in-plane free oscillations of suspended cable investigated by homotopy analysis method | Nonlinear in-plane free oscillations of suspended cable investigated by homotopy analysis method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yaobing Zhao(Hunan University); Ceshi Sun(Hunan University); Zhiqian Wang(Hunan University); Jian Peng(Hunan University of Science and Technology)"
] | An analytical solution for the nonlinear in-plane free oscillations of the suspended cable which contains the quadratic and cubic nonlinearities is investigated via the homotopy analysis method (HAM). Different from the existing analytical technique, the HAM is indeed independent of the small parameter assumption in th... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875430 | oai_dc | 3-D fracture analysis of cracked aluminum plates repaired with single and double composite patches using XFEM | 3-D fracture analysis of cracked aluminum plates repaired with single and double composite patches using XFEM | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Majid Jamal-Omidi(Space Research Institute); Mehdi Falah(Space Research Institute); Davood Taherifar(Space Research Institute)"
] | Bonded composite-patch repair has been widely used to restore or extend the service life of damaged structures due to its effectiveness as a mechanical repair technique. In this paper using extended finite element method (XFEM), three-dimensional crack models are developed to examine the fracture behavior of centrally ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875432 | oai_dc | An approach to improve thickness distribution and corner filling of copper tubes during hydro-forming processes | An approach to improve thickness distribution and corner filling of copper tubes during hydro-forming processes | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hossein GhorbaniMenghari(Isfahan University of Technology); Hamed Ziaei Poor(Isfahan University of Technology); Mahmoud Farzin(Isfahan University of Technology); Ricardo J. Alves De Sousa(University of Aveiro)"
] | In hydroforming, the general technique employed to overcome the problem of die corner filling consist in increasing the maximum fluid pressure during the forming process. This technique, in other hand, leads to other difficulties such as thinning and rupturing of the final work piece. In this paper, a new technique has... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875424 | oai_dc | Structural evaluation of Aspendos (Belkıs) Masonry Bridge | Structural evaluation of Aspendos (Belkıs) Masonry Bridge | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Temel Türker(Karadeniz Technical University)"
] | In this study, the structural performance of a seven span masonry arch bridge was evaluated. Investigations were performed on Aspendos (Belkıs) Masonry Arch Bridge which was located on road of Aspendos Acropolis City in Antalya, Turkey. The old bridge was constructed in the early of fourth century AD, but it was expose... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875426 | oai_dc | Failure analysis of steel column-RC base connections under lateral cyclic loading | Failure analysis of steel column-RC base connections under lateral cyclic loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Serhat Demir(Karadeniz Technical University); Metin Husem(Karadeniz Technical University); Selim Pul(Karadeniz Technical University)"
] | One of the most important structural components of steel structures is the column-base connections which are obliged to transfer horizontal and vertical loads safely to the reinforced concrete (RC) or concrete base. The column-base connections of steel or composite steel structures can be organized both moment resistan... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875431 | oai_dc | Seismic vulnerability assessment of masonry facade walls: development, application and validation of a new scoring method | Seismic vulnerability assessment of masonry facade walls: development, application and validation of a new scoring method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tiago M. Ferreira(University of Aveiro); Romeu Vicente(University of Aveiro); Humberto Varum(University of Aveiro)"
] | This paper approaches the issue of seismic vulnerability assessment strategies for facade walls of traditional masonry buildings through the development of a methodology and its subsequent application to over 600 building facades from the old building stock of the historic city centre of Coimbra. Using the post-earthqu... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001875429 | oai_dc | Loading capacity evaluation of composite box girder with corrugated webs and steel tube slab | Loading capacity evaluation of composite box girder with corrugated webs and steel tube slab | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jun He(Changsha University of Science & Technology); Yuqing Liu(Tongji University); Xiaoqing Xu(Tongji University); Laibin Li(Xingtai Road & Bridge Construction Corporation)"
] | This paper presents a type of composite box girder with corrugated webs and concrete filled steel tube slab to overcome cracking on the web and reduce self-weight. Utilizing corrugated steel web improves the efficiency of prestressing introduced into the top and bottom slabs due to the accordion effect. In order to und... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990562 | oai_dc | Nonlocal integral elasticity analysis of beam bending by using finite element method | Nonlocal integral elasticity analysis of beam bending by using finite element method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M. Taghizadeh(Amirkabir University of Technology); H.R. Ovesy(Amirkabir University of Technology); S.A.M. Ghannadpour(Shahid Beheshti University)"
] | In this study, a 2-D finite element formulation in the frame of nonlocal integral elasticity is presented. Subsequently, the bending problem of a nanobeam under different types of loadings and boundary conditions is solved based on classical beam theory and also 3-D elasticity theory using nonlocal finite elements (NL-... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990558 | oai_dc | A mechanical response of functionally graded nanoscale beam: an assessment of a refined nonlocal shear deformation theory beam theory | A mechanical response of functionally graded nanoscale beam: an assessment of a refined nonlocal shear deformation theory beam theory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Amine Zemri(University of Sidi Bel Abbes); Mohammed Sid Ahmed Houari(Université de Mascara); Abdelmoumen Anis Bousahla(University of Sidi Bel Abbes); Abdelouahed Tounsi(University of Sidi Bel Abbes)"
] | This paper presents a nonlocal shear deformation beam theory for bending, buckling, and vibration of functionally graded (FG) nanobeams using the nonlocal differential constitutive relations of Eringen. The developed theory account for higher-order variation of transverse shear strain through the depth of the nanobeam,... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990554 | oai_dc | Analytical solution of a contact problem and comparison with the results from FEM | Analytical solution of a contact problem and comparison with the results from FEM | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Erdal Öner(Bayburt University); Murat Yaylacı(Recep Tayyip Erdoğan University); Ahmet Birinci(Karadeniz Technical University)"
] | This paper presents a comparative study of analytical method and finite element method (FEM) for analysis of a continuous contact problem. The problem consists of two elastic layers loaded by means of a rigid circular punch and resting on semi-infinite plane. It is assumed that all surfaces are frictionless and only co... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990564 | oai_dc | Direct kinematic method for exactly constructing influence lines of forces of statically indeterminate structures | Direct kinematic method for exactly constructing influence lines of forces of statically indeterminate structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Dixiong Yang(Dalian University of Technology); Guohai Chen(Dalian University of Technology); Zongliang Du(Dalian University of Technology)"
] | Constructing the influence lines of forces of statically indeterminate structures is a traditional issue in structural engineering and mechanics. However, the existing kinematic method for establishing these force influence lines is an indirect or mixed approach by combining the force method with the theorem of recipro... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990559 | oai_dc | Performance of rotational mode based indices in identification of added mass in beams | Performance of rotational mode based indices in identification of added mass in beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Prakash Rajendran(Indian Institute of Technology Madras); Sivakumar M Srinivasan(Indian Institute of Technology Madras)"
] | This study investigates the identification of added mass and its location in the glass fiber reinforced polymer (GFRP) beam structures. The main emphasis of this paper is to ascertain the importance of inclusion of rotational degrees of freedom (dofs) in the introduction of added mass or damage identification. Two iden... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990565 | oai_dc | Evaluation of energy response of space steel frames subjected to seismic loads | Evaluation of energy response of space steel frames subjected to seismic loads | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Kadir Ozakgul(Istanbul Technical University)"
] | In this paper, seismic energy response of inelastic steel structures under earthquake excitations is investigated. For this purpose, a numerical procedure based on nonlinear dynamic analysis is developed by considering material, geometric and connection nonlinearities. Material nonlinearity is modeled by the inversion ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990560 | oai_dc | Critical buckling load optimization of the axially graded layered uniform columns | Critical buckling load optimization of the axially graded layered uniform columns | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Veysel Alkan(Pamukkale University)"
] | This study presents critical buckling load optimization of the axially graded layered uniform columns. In the first place, characteristic equations for the critical buckling loads for all boundary conditions are obtained using the transfer matrix method. Then, for each case, square of this equation is taken as a fitnes... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990561 | oai_dc | Prediction of engineering demand parameters for RC wall structures | Prediction of engineering demand parameters for RC wall structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Florin Pavel(Technical University of Civil Engineering Bucharest); Andrei Pricopie(Technical University of Civil Engineering Bucharest)"
] | This study evaluates prediction models for three EDPs (engineering demand parameters) using data from three symmetrical structures with RC walls designed according to the currently enforced Romanian seismic design code P100-1/2013. The three analyzed EDPs are: the maximum interstorey drift, the maximum top displacement... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990563 | oai_dc | Dynamic response of a Timoshenko beam to a continuous distributed moving load | Dynamic response of a Timoshenko beam to a continuous distributed moving load | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Olga Szyłko-Bigus(Wrocław University of Technology); Paweł Śniady(Wrocław University of Environmental and Life Science)"
] | In the paper we study dynamic response of a finite, simply supported Timoshenko beam subject to a moving continuously distributed forces. Three problems have been considered. The dynamic response of the Timoshenko beam under a uniform distributed load moving with a constant velocity v has been considered as the first p... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990555 | oai_dc | Forced vibration of surface foundation on multi-layered half space | Forced vibration of surface foundation on multi-layered half space | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lin Chen(RWTH Aachen University)"
] | A numerical approach is presented for the analysis of the forced vibration of a rigid surface foundation with arbitrary shape. In the analysis, the foundation is discretized into a number of sub squareelements.
The dynamic response within each sub-element is described by the Green‟s function, which is obtained by the F... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990556 | oai_dc | Analytical solution for axisymmetric buckling of joined conical shells under axial compression | Analytical solution for axisymmetric buckling of joined conical shells under axial compression | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M.A. Kouchakzadeh(Sharif University of Technology); M. Shakouri(Sharif University of Technology)"
] | In this study, the authors present an analytical approach to find the axisymmetric buckling load of two joined isotropic conical shells under axial compression. The problem of two joined conical shells may be considered as the generalized form of joined cylindrical and conical shells with constant or stepped thicknesse... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001990557 | oai_dc | The comparative analysis of optimal designed web expanded beams via improved harmony search method | The comparative analysis of optimal designed web expanded beams via improved harmony search method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ferhat Erdal(Akdeniz University)"
] | This study aims at comparing the optimum design of two common types open web expanded beams: with hexagonal openings, also called castellated beams and beams with circular openings referred to as cellular beams. The minimum weights of both beams are taken as the objective functions while the design constraints are resp... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013143 | oai_dc | Buckling analysis of filament wound composite cylindrical shell for considering the filament undulation and crossover | Buckling analysis of filament wound composite cylindrical shell for considering the filament undulation and crossover | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Zhangxin Guo(Taiyuan University of Technology); Xiaoping Han(Northwestern Polytechnical University); Meiqing Guo(Taiyuan University of Technology); Zhijun Han(Taiyuan University of Technology)"
] | The buckling equations of filament wound composite cylindrical shell are established. The coefficients Kij and Lij of the buckling equations are determined by solving the equations. The geometric analysis and the effective stiffness calculation for the fiber crossover and undulation region are respectively accomplished... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013137 | oai_dc | Optimum design of steel frames with semi-rigid connections and composite beams | Optimum design of steel frames with semi-rigid connections and composite beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Musa Artar(Bayburt University); Ayşe T. Daloğlu(Karadeniz Technical University)"
] | In this paper, an optimization process using Genetic Algorithm (GA) that mimics biological processes is presented for optimum design of planar frames with semi-rigid connections by selecting suitable standard sections from a specified list taken from American Institute of Steel Construction (AISC). The stress constrain... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013145 | oai_dc | Parametric resonance of composite skew plate under non-uniform in-plane loading | Parametric resonance of composite skew plate under non-uniform in-plane loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rajesh Kumar(Indian Institute of Technology Kharagpur); Abhinav Kumar(Indian School of Mines Dhanbad); Sarat Kumar Panda(Indian School of Mines Dhanbad)"
] | Parametric resonance of shear deformable composite skew plates subjected to non-uniform (parabolic) and linearly varying periodic edge loading is studied for different boundary conditions. The skew plate structural model is based on higher order shear deformation theory (HSDT), which accurately predicts the numerical r... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013135 | oai_dc | A finite element-experimental study of the impact of spheres on aluminium thin plates | A finite element-experimental study of the impact of spheres on aluminium thin plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Giancarlo B. Micheli(University of São Paulo); Larissa Driemeier(National Institute of Metrology); Marcílio Alves(University of São Paulo)"
] | This paper describes a study of the collision of hard steel spheres against aluminium thin circular plates at speeds up to 140 m/s. The tests were monitored by a high speed camera and a chronoscope, which allowed the determination of the ballistic limit and the plate deformation pattern. Quasi-static material parameter... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013134 | oai_dc | Frequency analysis of eccentric hemispherical shells with variable thickness | Frequency analysis of eccentric hemispherical shells with variable thickness | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"강재훈(중앙대학교)"
] | A three-dimensional (3-D) method of analysis is presented for determining the free vibration frequencies of eccentric hemi-spherical shells of revolution with variable thickness. Unlike conventional shell theories, which are mathematically two-dimensional (2-D), the present method is based upon the 3-D dynamic equation... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013136 | oai_dc | Non-linear transverse vibrations of tensioned nanobeams using nonlocal beam theory | Non-linear transverse vibrations of tensioned nanobeams using nonlocal beam theory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Süleyman M. Bağdatlı(Celal Bayar University)"
] | In this study, nonlinear transverse vibrations of tensioned Euler-Bernoulli nanobeams are studied. The nonlinear equations of motion including stretching of the neutral axis and axial tension are derived using nonlocal beam theory. Forcing and damping effects are included in the equations. Equation of motion is made di... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013140 | oai_dc | Derivation of design charts based on the two-dimensional structural analysis of geotextile tubes | Derivation of design charts based on the two-dimensional structural analysis of geotextile tubes | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"김형주(군산대학교); 원명수(군산대학교); 박태웅(군산대학교); 최민준(군산대학교); Jay C. Jamin(군산대학교)"
] | Analytical solutions for modeling geotextile tubes during the filling process and approximation method to determine the densified tube shape are reviewed. The geotextile tube filling analysis is based on Plaut & Suherman’s two-dimensional solution for geotextile tubes having a weightless and frictionless inextensible m... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013138 | oai_dc | Two scale modeling of behaviors of granular structure: size effects and displacement fluctuations of discrete particle assembly | Two scale modeling of behaviors of granular structure: size effects and displacement fluctuations of discrete particle assembly | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Xihua Chu(Wuhan University); Cun Yu(Wuhan University); Chenxi Xiu(Wuhan University); Yuanjie Xu(Wuhan University)"
] | This study’s primary aim is to check the existence of a representative volume element for granular materials and determine the link between the properties (responses) of macro structures and the size of the discrete particle assembly used to represent a constitutive relation in a two-scale model. In our two-scale metho... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013139 | oai_dc | The dispersion of the flexural waves in a compound hollow cylinder under imperfect contact between layers | The dispersion of the flexural waves in a compound hollow cylinder under imperfect contact between layers | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Cengiz Ipek(Member of 2nd Committee of Kocaeli Chamber of Commerce)"
] | The influence of the interface imperfect bonding on the flexural wave dispersion in the bilayered hollow circular cylinder is studied with utilizing three-dimensional linear theory of elastodynamics.
The shear-spring type model is used for describing the imperfect bonding on the interface between the layers and the deg... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013141 | oai_dc | Effects of traffic-induced vibrations on bridge-mounted overhead sign structures | Effects of traffic-induced vibrations on bridge-mounted overhead sign structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"김장환(삼성중공업); 강준원(홍익대학교); 정희영(서울시립대학교); 백승우(삼성중공업)"
] | Large-amplitude vibration of overhead sign structures can cause unfavorable psychological responses in motorists, interfere with readability of the signs, and lead to fatigue cracking in the sign structures. Field experience in Texas suggests that an overhead sign structure can vibrate excessively when supported within... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013144 | oai_dc | Performance study on the whole vibration process of a museum induced by metro | Performance study on the whole vibration process of a museum induced by metro | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Weiguo Yang(Beijing Jiaotong University); Meng Wang(Beijing Jiaotong University); Jianquan Shi(Beijing Jiaotong University); Jiaqi Ge(China Aviation Planning and Construction Development Co., Ltd); Nan Zhang(Beijing Jiaotong University); Botao Ma(China Aviation Planning and Construction Development Co., Ltd)"
] | The vibrations caused by metro operation propagate through surrounding soil, further induce secondary vibrations of the nearby underground structures and adjacent buildings. In order to investigate the effects of vibrations caused by metro on use performance of buildings, vibration experiment of Chengdu museum was carr... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002013142 | oai_dc | Redistribution of moments in reinforced high-strength concrete beams with and without confinement | Redistribution of moments in reinforced high-strength concrete beams with and without confinement | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tiejiong Lou(University of Coimbra); Sergio M.R. Lopes(University of Coimbra); Adelino V. Lopes(University of Coimbra)"
] | Confinement is known to have important influence on ductility of high-strength concrete (HSC) members and it may therefore be anticipated that this parameter would also affect notably the moment redistribution in these members. The correctness of this “common-sense knowledge” is examined in the present study. A numeric... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009072 | oai_dc | Modal-based mixed vibration control for uncertain piezoelectric flexible structures | Modal-based mixed vibration control for uncertain piezoelectric flexible structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yalan Xu(Xidian University); Yu Qian(Xidian University); Jianjun Chen(Xidian University); Gangbing Song(University of Houston)"
] | H-infinity norm relates to the maximum in the frequency response function and H-infinity control method focuses on the case that the vibration is excited at the fundamental frequency, while 2-norm relates to the output energy of systems with the input of pulses or white noises and 2-norm control method weighs the overa... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009047 | oai_dc | Congestion effect on maximum dynamic stresses of bridges | Congestion effect on maximum dynamic stresses of bridges | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Kianoosh Samanipour(Sharif University of Technology); Hassan Vafai(Sharif University of Technology)"
] | Bridge behavior under passing traffic loads has been studied for the past 50 years. This paper presents how to model congestion on bridges and how the maximum dynamic stress of bridges change during the passing of moving vehicles. Most current research is based on mid-span dynamic effects due to traffic load and most b... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009049 | oai_dc | Effect of raft and pile stiffness on seismic response of soil-piled raft-structure system | Effect of raft and pile stiffness on seismic response of soil-piled raft-structure system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rajib Saha(National Institute of Technology Agartala); Sekhar C. Dutta(Indian School of Mines); Sumanta Haldar(Indian Institute of Technology)"
] | Soil-pile raft-structure interaction is recognized as a significant phenomenon which influences the seismic behaviour of structures. Soil structure interaction (SSI) has been extensively used to analyze the response of superstructure and piled raft through various modelling and analysis techniques. Major drawback of pr... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009041 | oai_dc | Buckling analysis in hybrid cross-ply composite laminates on elastic foundation using the two variable refined plate theory | Buckling analysis in hybrid cross-ply composite laminates on elastic foundation using the two variable refined plate theory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Khadidja Benselama(Université Djillali Liabes); Noureddine El Meiche(Université Djillali Liabes); El Abbas Adda Bedia(Université Djillali Liabes); Abdelwahed Tounsi(Université Djillali Liabes)"
] | This paper presents the effect of hybridization material on variation of critical buckling load with different cross-ply laminates plate resting on elastic foundations of Winkler and Pasternak types subjected to combine uniaxial and biaxial loading by using two variable refined plate theories. Governing equations are d... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009048 | oai_dc | Flexural strength of roller compacted concrete pavements reinforced with glass-roved textiles | Flexural strength of roller compacted concrete pavements reinforced with glass-roved textiles | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Morteza Madhkhan(Isfahan University of Technology); Saeid Nowroozi(Isfahan University of Technology); Mohammad E. Torki(Texas A&M University)"
] | The one-way (two-way) flexural strength of RCC prisms (circular slabs) reinforced with glass fiber textiles is addressed. To this end, alkaline-resistant glass fiber textiles with three surface weights were used in the composite, the matrix concrete was designed with zero/nonzero slump, and the textiles were used with/... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009039 | oai_dc | Parametric analysis and torsion design charts for axially restrained RC beams | Parametric analysis and torsion design charts for axially restrained RC beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Luís F.A. Bernardo(University of Beira Interior); Cátia S.B. Taborda(University of Beira Interior); Jorge M.R. Gama(University of Beira Interior)"
] | This article presents a theoretical parametric analysis on the ultimate torsional behaviour of axially restrained reinforced concrete (RC) beams. This analysis is performed by using a computing procedure based on a modification of the Variable Angle Truss Model. This computing procedure was previously developed to acco... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009043 | oai_dc | Free vibration analysis of damaged composite beams | Free vibration analysis of damaged composite beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yusuf Cunedioglu(Nigde University); Bertan Beylergil(Izmir Institute of Technology)"
] | In this study, free vibration analyses of symmetric laminated cantilever and simply supported damaged composite beams are investigated by using finite element method (FEM). Free vibration responses of damaged beams are examined using Euler Bernoulli beam and classical lamination theories. A computer code is developed b... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009044 | oai_dc | Numerical analysis of crack propagation in cement PMMA: application of SED approach | Numerical analysis of crack propagation in cement PMMA: application of SED approach | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Benouis Ali(University of Sidi Bel-Abbes); Boulenouar Abdelkader(University of Sidi-Bel-Abbes); Benseddiq Noureddine(University of Lille); Serier Boualem(University of Sidi Bel-Abbes)"
] | Finite element analysis (FEA) combined with the concepts of linear elastic fracture mechanics (LEFM) provides a practical and convenient means to study the fracture and crack growth of materials. In this paper, a numerical modeling of crack propagation in the cement mantle of the reconstructed acetabulum is presented. ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009051 | oai_dc | Evaluation of energy release rate of composites laminated with finite element method | Evaluation of energy release rate of composites laminated with finite element method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Habib Achache(University Djillali Liabes of Sidi Bel Abbes); Benali Boutabout(University Djillali Liabes of Sidi Bel Abbes); Abdelouahab Benzerdjeb(University of Science and Technology Oran Mohammed Boudiaf); Djamel Ouinas(University of Mostaganem)"
] | Control of the mechanical behavior of composite materials and structures under monotonic and dynamic loads for cracks and damage is a vast and complex area of research. The modeling of the different physical phenomena and behavior characteristics of a composite material during deformation play an important role in the ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009052 | oai_dc | A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections | A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"R. Esfandyary(Azad University); M.S. Razzaghi(Azad University); A. Eslami(The University of Queensland)"
] | The results of a numerical investigation pertaining to the hysteretic behaviour of concrete filled steel tubular (CFT) column to I-beam connections are discussed in detail. Following the verification of the numerical results against the available experimental tests, the nonlinear finite element (FE) analysis was implem... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009042 | oai_dc | Finite element analysis in static and dynamic behaviors of dental prosthesis | Finite element analysis in static and dynamic behaviors of dental prosthesis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"N. Djebbar(University of Sidi Bel Abbes); B. Serier(University of Sidi Bel Abbes); B. Bachir Bouiadjra(University of Sidi Bel Abbes)"
] | In recent years, implants have gained growing importance in all areas of medicine. The success of the treatment depends on many factors affecting the bone–implant, implant–abutment and abutment–prosthesis interfaces. In this paper, static and dynamic behaviors of the dental prosthesis are investigated. Three-dimensiona... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002009040 | oai_dc | Vibrations of truncated shallow and deep conical shells with non-uniform thickness | Vibrations of truncated shallow and deep conical shells with non-uniform thickness | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"강재훈(중앙대학교)"
] | A three-dimensional (3-D) method of analysis is presented for determining the natural frequencies of a truncated shallow and deep conical shell with linearly varying thickness along the meridional direction free at its top edge and clamped at its bottom edge. Unlike conventional shell theories, which are mathematically... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980748 | oai_dc | Damage assessment of shear connectors with vibration measurements and power spectral density transmissibility | Damage assessment of shear connectors with vibration measurements and power spectral density transmissibility | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jun Li(Curtin University); Hong Hao(Curtin University); Yong Xia(The Hong Kong Polytechnic University); Hong-ping Zhu(Huazhong University of Science and Technology)"
] | Shear connectors are generally used to link the slab and girders together in slab-on-girderbridge structures. Damage of shear connectors in such structures will result in shear slippage between theslab and girders, which significantly reduces the load-carrying capacity of the bridge. Because shearconnectors are buried ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980751 | oai_dc | Optimal sensor placement for health monitoring of high-rise structure based on collaborative-climb monkey algorithm | Optimal sensor placement for health monitoring of high-rise structure based on collaborative-climb monkey algorithm | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ting-Hua Yi(Dalian University of Technology); Hong-Nan Li(Dalian University of Technology); Xu-Dong Zhang(Dalian University of Technology); Guang-Dong Zhou(Hohai University)"
] | Optimal sensor placement (OSP) is an integral component in the design of an effectivestructural health monitoring (SHM) system. This paper describes the implementation of a novelcollaborative-climb monkey algorithm (CMA), which combines the artificial fish swarm algorithm (AFSA)with the monkey algorithm (MA), as a stra... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980749 | oai_dc | Detection and parametric identification of structural nonlinear restoring forces from partial measurements of structural responses | Detection and parametric identification of structural nonlinear restoring forces from partial measurements of structural responses | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ying Lei(Xiamen University); Wei Hua(Xiamen University); Sujuan Luo(Xiamen University); Mingyu He(Xiamen University)"
] | Compared with the identification of linear structures, it is more challenging to conductidentification of nonlinear structure systems, especially when the locations of structural nonlinearities are notclear in structural systems. Moreover, it is highly desirable to develop methods of parametric identificationusing part... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980747 | oai_dc | Adaptive-scale damage detection strategy for plate structures based on wavelet finite element model | Adaptive-scale damage detection strategy for plate structures based on wavelet finite element model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Wen-Yu He(Hefei University of Technology); Songye Zhu(The Hong Kong Polytechnic University)"
] | An adaptive-scale damage detection strategy based on a wavelet finite element model (WFEM)for thin plate structures is established in this study. Equations of motion and corresponding lifting schemesfor thin plate structures are derived with the tensor products of cubic Hermite multi-wavelets as theelemental interpolat... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980754 | oai_dc | Stochastic modelling and lifecycle performance assessment of bond strength of corroded reinforcement in concrete | Stochastic modelling and lifecycle performance assessment of bond strength of corroded reinforcement in concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hua-Peng Chen(University of Greenwich); Jaya Nepal(University of Greenwich)"
] | Life cycle performance of corrosion affected RC structures is an important and challengingissue for effective infrastructure management. The accurate condition assessment of corroded RC structuresmainly depends on the effective evaluation of deterioration occurring in the structures. Structuralperformance deterioration... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980745 | oai_dc | Nonlinear damage detection using higher statistical moments of structural responses | Nonlinear damage detection using higher statistical moments of structural responses | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ling Yu(China Three Gorges University); Jun-Hua Zhu(Jinan University)"
] | An integrated method is proposed for structural nonlinear damage detection based on time seriesanalysis and the higher statistical moments of structural responses in this study. It combines the time seriesanalysis, the higher statistical moments of AR model residual errors and the fuzzy c-means (FCM) clusteringtechniqu... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980699 | oai_dc | Condition assessment for high-speed railway bridges based on train-induced strain response | Condition assessment for high-speed railway bridges based on train-induced strain response | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Zhonglong Li(Harbin Institute of Technology); Shunlong Li(Harbin Institute of Technology); Jia Lv(Harbin Municipal Engineering Design Institute); Hui Li(Harbin Institute of Technology)"
] | This paper presents the non-destructive evaluation of a high-speed railway bridge usingtrain-induced strain responses. Based on the train-track-bridge interaction analysis, the strain responses of ahigh-speed railway bridge under moving trains with different operation status could be calculated. The traininduced strain... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980801 | oai_dc | Probabilistic real-time updating for geotechnical properties evaluation | Probabilistic real-time updating for geotechnical properties evaluation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Iok-Tong Ng(University of Macau); Ka-Veng Yuen(University of Macau); Le Dong(University of Macau)"
] | Estimation of geotechnical properties is an essential but challenging task since they are majorcomponents governing the safety and reliability of the entire structural system. However, due to time andbudget constraints, reliable geotechnical properties estimation using traditional site characterizationapproach is diffi... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980806 | oai_dc | Structural damage detection by principle component analysis of long-gauge dynamic strains | Structural damage detection by principle component analysis of long-gauge dynamic strains | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Q. Xia(Southeast University); Y.D. Tian(Southeast University); X.W. Zhu(Southeast University); D.W. Xu(Southeast University); J. Zhang(Southeast University)"
] | A number of acceleration-based damage detection methods have been developed but they havenot been widely applied in engineering practices because the acceleration response is insensitive to minordamage of civil structures. In this article, a damage detection approach using the long-gauge strain sensingtechnology and th... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001980796 | oai_dc | Structural damage alarming and localization of cable-supported bridges using multi-novelty indices: a feasibility study | Structural damage alarming and localization of cable-supported bridges using multi-novelty indices: a feasibility study | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yi-Qing Ni(The Hong Kong Polytechnic University); Junfang Wang(The Hong Kong Polytechnic University); Tommy H.T. Chan(Queensland University of Technology)"
] | This paper presents a feasibility study on structural damage alarming and localization of longspancable-supported bridges using multi-novelty indices formulated by monitoring-derived modalparameters. The proposed method which requires neither structural model nor damage model is applicable tostructures of arbitrary com... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972698 | oai_dc | Buckling of axial compressed cylindrical shells with stepwise variable thickness | Buckling of axial compressed cylindrical shells with stepwise variable thickness | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"H.G. Fan(Zhejiang University); Z.P. Chen(Zhejiang University); W.Z. Feng(Zhejiang University); F. Zhou(Zhejiang University); X.L. Shen(F. Zhou); G.W. Cao(Zhejiang University)"
] | This paper focuses on an analytical research on the critical buckling load of cylindrical shells with stepwise variable wall thickness under axial compression. An arctan function is established to describe the thickness variation along the axial direction of this kind of cylindrical shells accurately. By using the meth... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972701 | oai_dc | Structural behavior of aluminum reticulated shell structures considering semi-rigid and skin effect | Structural behavior of aluminum reticulated shell structures considering semi-rigid and skin effect | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hongbo Liu(Tianjin University); Zhihua Chen(Tianjin University); Shuai Xu(Tianjin University); Yidu Bu(Tianjin University)"
] | The aluminum dome has been widely used in natatorium, oil storage tank, power plant, coal, as well as other industrial buildings and structures. However, few research has focused on the structural behavior and design method of this dome. At present, most designs of aluminum alloy domes have referred to theories and met... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972703 | oai_dc | Effect of the rotation on a non-homogeneous infinite cylinder of orthotropic material with external magnetic field | Effect of the rotation on a non-homogeneous infinite cylinder of orthotropic material with external magnetic field | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nahed S. Hussein(Taif University); F.S. Bayones(Taif University); S.R. Mahmoud(King Abdulaziz University)"
] | The present investigation is concerned with a study effect of magnetic field and nonhomogenous on the elastic stresses in rotating orthotropic infinite circular cylinder. A certain boundary conditions closed form stress fields solutions are obtained for rotating orthotropic cylinder under initial magnetic field with co... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972696 | oai_dc | On the absolute maximum dynamic response of a beam subjected to a moving mass | On the absolute maximum dynamic response of a beam subjected to a moving mass | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad Ali Lotfollahi-Yaghin(University of Tabriz); Hassan Jafarian Kafshgarkolaei(University of Tabriz); Hamed Allahyari(Babol University of Technology); Taher Ghazvini(Babol University of Technology)"
] | Taking the mid-span/center-point of the structure as the reference point of capturing the maximum dynamic response is very customary in the available literature of the moving load problems. In this article, the absolute maximum dynamic response of an Euler-Bernoulli beam subjected to a moving mass is widely investigate... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972704 | oai_dc | Reliabilities of distances describing bolt placement for high strength steel connections | Reliabilities of distances describing bolt placement for high strength steel connections | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ertekin Öztekin(Gumushane University)"
] | In the bolted connections, bolt placements are generally described and are generally made in the direction of design effects and in the perpendicular direction to design effects. In these both directions, the reliability of the distance of bolts to the edges of connection plate and the distance of bolts to each other i... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972691 | oai_dc | Seismic and progressive collapse assessment of SidePlate moment connection system | Seismic and progressive collapse assessment of SidePlate moment connection system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Iman Faridmehr(Universiti Teknologi Malaysia); Mohd Hanim Osman(Universiti Teknologi Malaysia); Mahmood Bin Md. Tahir(Universiti Teknologi Malaysia); Ali Farokhi Nejad(Universiti Teknologi Malaysia); Reza Hodjati(Islamic Azad University)"
] | The performance of a newly generated steel connection known as SidePlateTM moment connection for seismic loading and progressive collapse phenomenon has been investigated in this paper. The seismic evaluation portion of the study included a thorough study on of interstory drift angles and flexural strengths based on 20... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972689 | oai_dc | Behavior and crack development of fiber-reinforced concrete spandrel beams under combined loading: an experimental study | Behavior and crack development of fiber-reinforced concrete spandrel beams under combined loading: an experimental study | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Omer Farouk Ibraheem(University Sains Malaysia (USM)); B.H. Abu Bakar(University Sains Malaysia (USM)); I. Johari(University Sains Malaysia (USM))"
] | An experimental investigation is conducted to examine the behavior and cracking of steel fiberreinforced concrete spandrel L-shaped beams subjected to combined torsion, bending, and shear. The experimental program includes 12 medium-sized L-shaped spandrel beams organized into two groups, namely, specimens with longitu... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972707 | oai_dc | Torsional analysis of a single-bent leaf flexure | Torsional analysis of a single-bent leaf flexure | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nghia Huu Nguyen(영남대학교); 임병덕(영남대학교); 이동연(영남대학교)"
] | We present a torsion analysis of single-bent leaf flexure that is partially restrained, subject to a torsional load. The theoretical equations for the torsional angle are derived using Castigliano’s theorem. These equations consider the partially restrained warping, and are verified using finite element analysis (FEA).... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972700 | oai_dc | An improved modal strain energy method for structural damage detection, 2D simulation | An improved modal strain energy method for structural damage detection, 2D simulation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Parviz Moradipour(Queensland University of Technology); Tommy H.T. Chan(Queensland University of Technology); Chaminda Gallage(Queensland University of Technology)"
] | Structural damage detection using modal strain energy (MSE) is one of the most efficient and reliable structural health monitoring techniques. However, some of the existing MSE methods have been validated for special types of structures such as beams or steel truss bridges which demands improving the available methods.... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972705 | oai_dc | Seismic responses of base-isolated nuclear power plant structures considering spatially varying ground motions | Seismic responses of base-isolated nuclear power plant structures considering spatially varying ground motions | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"MOHAMEDMOHAMED ABDELMONEM SAYED(군산대학교); 고성혁(군산대학교); 조성국(Innose Tech Co. Ltd.); 김두기(군산대학교)"
] | This study presents the effects of the spatial variation of ground motions in a hard rock site on the seismic responses of a base-isolated nuclear power plant (BI-NPP). Three structural models were studied for the BI-NPP supported by different number of lead rubber bearing (LRB) base isolators with different base mat d... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972690 | oai_dc | Displacement-based seismic design of open ground storey buildings | Displacement-based seismic design of open ground storey buildings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jiji Anna Varughese(Government Engineering College); Devdas Menon(Indian Institute of Technology); A. Meher Prasad(Indian Institute of Technology)"
] | Open ground storey (OGS) buildings are characterized by the sudden reduction of stiffness in the ground storey with respect to the upper infilled storeys. During earthquakes, this vertical irregularity may result in accumulated damage in the ground storey members of OGS buildings without much damage in the upper storey... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001972697 | oai_dc | Analytical and finite element solution of a receding contact problem | Analytical and finite element solution of a receding contact problem | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gökhan Adıyaman(Karadeniz Technical University); Murat Yaylacı(Recep Tayyip Erdoğan Üniversity); Ahmet Birinci(Karadeniz Technical University)"
] | In this paper, a receding contact problem for an elastic layer resting on two quarter planes is considered. The layer is pressed by a stamp and distributed loads. It is assumed that the contact surfaces are frictionless and only compressive traction can be transmitted through the contact surfaces. In addition the effec... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015895 | oai_dc | Random imperfection effect on reliability of space structures with different supports | Random imperfection effect on reliability of space structures with different supports | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mehrzad Tahamouli Roudsari(Kermanshah Branch, Islamic Azad University); Mehrdad Gordini(Kermanshah Branch, Islamic Azad University)"
] | The existence of initial imperfections in manufacturing or assembly of double-layer space structures having hundreds or thousands of members is inevitable. Many of the imperfections, such as the initial curvature of the members and residual stresses in members, are all random in nature. In this paper, the probabilistic... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015909 | oai_dc | Repair of flange damage steel-concrete composite girders using CFRP sheets | Repair of flange damage steel-concrete composite girders using CFRP sheets | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lianguang Wang(Northeastern University Shenyang); Wenyu Hou(Northeastern University Shenyang); Huafeng Han(Northeastern University Shenyang); Junhua Huo(Liaoning Provincial College of Communications Shenyang)"
] | Damaged steel-concrete composite girders can be repaired and retrofitted by epoxy-bonded carbon fiber-reinforced polymer (CFRP) sheets to the critical areas of tension flanges. This paper presents the results of a study on the behavior of damaged steel-concrete composite girders repaired with CFRP sheets under static l... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015899 | oai_dc | Application of graded harmonic FE in the analysis of 2D-FGM axisymmetric structures | Application of graded harmonic FE in the analysis of 2D-FGM axisymmetric structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ali I. Karakas(Karadeniz Technical University); Ayse T. Daloglu(Karadeniz Technical University)"
] | A graded harmonic finite element formulation based on three-dimensional elasticity theory is developed for the structural analysis of 2D functionally graded axisymmetric structures. The mechanical properties of the axisymmetric solid structures composed of two different metals and ceramics are assumed to vary in radial... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015918 | oai_dc | Optimum design of steel frame structures by a modified dolphin echolocation algorithm | Optimum design of steel frame structures by a modified dolphin echolocation algorithm | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Saeed Gholizadeh(Urmia University); Hamed Poorhoseini(Urmia University)"
] | Dolphin echolocation (DE) optimization algorithm is a recently developed meta-heuristic in which echolocation behavior of Dolphins is utilized for seeking a design space. The computational performance of meta-heuristic algorithms is highly dependent to its internal parameters. But the computational time of adjusting th... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015921 | oai_dc | Shape optimization for partial double-layer spherical reticulated shells of pyramidal system | Shape optimization for partial double-layer spherical reticulated shells of pyramidal system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"J. Wu(Shandong Jianzhu University); Z.H. Xu(Shandong University); X.Y. Lu(Shandong Jianzhu University); S.C. Li(Shandong University); D.L. Zhang(Shandong Agriculture and Engineering University); L.P. Li(Shandong University); Y.G. Xue(Shandong University)"
] | Triangular pyramid and Quadrangular pyramid elements for partial double-layer spherical reticulated shells of pyramidal system are investigated in the present study. Macro programs for six typical partial double-layer spherical reticulated shells of pyramidal system are compiled by using the ANSYS Parametric Design Lan... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015904 | oai_dc | Small scale effect on the vibration of non-uniform nanoplates | Small scale effect on the vibration of non-uniform nanoplates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S. Chakraverty(National Institute of Technology Rourkela); Laxmi Behera(National Institute of Technology Rourkela)"
] | Free vibration of non-uniform embedded nanoplates based on classical (Kirchhoff’s) plate theory in conjunction with nonlocal elasticity theory has been studied. The nanoplate is assumed to be rested on two-parameter Winkler-Pasternak elastic foundation. Non-uniform material properties of nanoplates have been considered... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015931 | oai_dc | Strength and durability of ultra fine slag based high strength concrete | Strength and durability of ultra fine slag based high strength concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Pichaiya Sharmila(Sastra University); Govindasamy Dhinakaran(Sastra University)"
] | The use of ground granulated blast furnace slag (GGBFS) from steel industries waste is showing perspective application in civil engineering as partial substitute to cement. Use of such waste conserves natural resources and minimizes the space required for landfill. The GGBFS used in the present work is of ultra fine si... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015925 | oai_dc | Buckling analysis of semi-rigid gabled frames | Buckling analysis of semi-rigid gabled frames | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad Rezaiee-Pajand(Ferdowsi University of Mashhad); Farzad Shahabian(Ferdowsi University of Mashhad); Mohsen Bambaeechee(Ferdowsi University of Mashhad)"
] | It is intended to perform buckling analysis of steel gabled frames with tapered members and flexible connections. The method is based on the exact solutions of the governing differential equations for stability of a gabled frame with I-section elements. Corresponding buckling load and subsequently effective length fact... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015929 | oai_dc | Simplified model to study the dynamic behaviour of a bolted joint and its self loosening | Simplified model to study the dynamic behaviour of a bolted joint and its self loosening | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Olfa Ksentini(Sfax University); Bertrand Combes(University of Toulouse); Mohamed Slim Abbes(Sfax University); Alain Daidié(University of Toulouse); Mohamed Haddar(Sfax University)"
] | Bolted joints are essential elements of mechanical structures and metal constructions. Although their static behaviour is fairly well known, their dynamic behaviour due to shocks and vibrations has been less studied, because of the large size of the finite element models needed for a detailed simulation. This work pres... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015930 | oai_dc | A new analytical approach for determination of flexural, axial and torsional natural frequencies of beams | A new analytical approach for determination of flexural, axial and torsional natural frequencies of beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mehrdad Mohammadnejad(Birjand University of Technology)"
] | In this paper, a new and simplified method is presented in which the natural frequencies of the uniform and non-uniform beams are calculated through simple mathematical relationships. The various vibration problems such as: Rayleigh beam under variable axial force, axial vibration of a bar with and without end discrete... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015916 | oai_dc | Time-variant structural fuzzy reliability analysis under stochastic loads applied several times | Time-variant structural fuzzy reliability analysis under stochastic loads applied several times | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yongfeng Fang(Guizhou University of Science Engineering); Jianbin Xiong(Guangdong University of Petrochemical Technology); Kong Fah Tee(University of Greenwich)"
] | A new structural dynamic fuzzy reliability analysis under stochastic loads which are applied several times is proposed in this paper. The fuzzy reliability prediction models based on time responses with and without strength degeneration are established using the stress-strength interference theory. The random loads are... | 토목공학 | null | kci_detailed_000065.xml | |||
ART002015923 | oai_dc | Modal characteristics of partially perforated rectangular plate with triangular penetration pattern | Modal characteristics of partially perforated rectangular plate with triangular penetration pattern | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Myung J. Jhung(Korea Institute of Nuclear Safety); Kyeong H. Jeong(Korea Atomic Energy Research Institute)"
] | There are so many applications of perforated pates with various penetration patterns. If they are penetrated regularly, it can be represented by solid plate with equivalent material properties, which has a benefit of finite element modelling and reducing computation time for the analysis. Because the equivalent materia... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997234 | oai_dc | Analysis of composite girders with hybrid GFRP hat-shape sections and concrete slab | Analysis of composite girders with hybrid GFRP hat-shape sections and concrete slab | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Elham Alizadeh(Babol Noshirvani University of Technology); Mehdi Dehestani(Babol Noshirvani University of Technology)"
] | Most of current bridge decks are made of reinforced concrete and often deteriorate at a relatively rapid rate in operational environments. The quick deterioration of the deck often impacts other critical components of the bridge. Another disadvantage of the concrete deck is its high weight in long-span bridges. Therefo... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997233 | oai_dc | Rebar corrosion effects on structural behavior of buildings | Rebar corrosion effects on structural behavior of buildings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"İsa Yüksel(Bursa Technical University)"
] | Rebar corrosion in concrete is one of the main causes of reduction of service life of reinforced concrete buildings. This paper presents the influence of rebar corrosion on the structural behavior of reinforced concrete (RC) buildings subjected to strong earthquake ground motion. Different levels of rebar corrosion sce... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997231 | oai_dc | A review of the application of acoustic emission technique in engineering | A review of the application of acoustic emission technique in engineering | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S. Gholizadeh(Universiti Putra Malaysia); Z. Leman(Universiti Putra Malaysia); B.T.H.T. Baharudin(Universiti Putra Malaysia)"
] | The use of acoustic emission (AE) technique for detecting and monitoring damages and the progress on damages in different structures is widely used and has earned a reputation as one of the most reliable and well-established technique in non-destructive testing (NDT). Acoustic Emission is a very efficient and effective... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997228 | oai_dc | Modified nonlinear force density method for form-finding of membrane SAR antenna | Modified nonlinear force density method for form-finding of membrane SAR antenna | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rui Xu(National University of Defense Technology); DongXu Li(National University of Defense Technology); Wang Liu(National University of Defense Technology); JianPing Jiang(National University of Defense Technology); YiHuan Liao(National University of Defense Technology); Jie Wang(National University of Defense Te... | Form-finding for cable-membrane structures is a delicate operation. During the last decades, the force density method (FDM) was considered to be an efficient method to address the problem. Many researchers were devoted to improving this method and proposed many methods such as natural force density method (NFDM), impro... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997236 | oai_dc | On the fundamental period of infilled RC frame buildings | On the fundamental period of infilled RC frame buildings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Panagiotis G. Asteris(School of Pedagogical and Technological Education); Constantinos C. Repapis(Technological Education Institute of Piraeus); Liborio Cavaleri(University of Palermo); Vasilis Sarhosis(Cardiff University); Adamantia Athanasopoulou(School of Pedagogical and Technological Education)"
] | This paper investigates the fundamental period of vibration of RC buildings by means of finite element macro-modelling and modal eigenvalue analysis. As a base study, a number of 14-storey RC buildings have been considered “according to code designed” and “according to code non-designed”. Several parameters have been s... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997239 | oai_dc | A novel sensitivity method to structural damage estimation in bridges with moving mass | A novel sensitivity method to structural damage estimation in bridges with moving mass | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Akbar Mirzaee(Iran University of Science and Technology); Mohsenali Shayanfar(Iran University of Science and Technology); Reza Abbasnia(Iran University of Science and Technology)"
] | In this research a theoretical and numerical study on a bridge damage detection procedure is presented based on vibration measurements collected from a set of accelerometers. This method, referred to as “Adjoint Variable Method”, is a sensitivity-based finite element model updating method. The approach relies on minimi... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997230 | oai_dc | Nonlinear vibration analysis of a nonlocal sinusoidal shear deformation carbon nanotube using differential quadrature method | Nonlinear vibration analysis of a nonlocal sinusoidal shear deformation carbon nanotube using differential quadrature method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hasan Rahimi Pour(Islamic Azad University); Hossein Vossough(Islamic Azad University); Mohammad Mehdi Heydari(Islamic Azad University); Gholamhossein Beygipoor(Islamic Azad University); Ali Azimzadeh(Islamic Azad University)"
] | This paper presents a nonlocal sinusoidal shear deformation beam theory (SDBT) for the nonlinear vibration of single walled carbon nanotubes (CNTs). The present model is capable of capturing both small scale effect and transverse shear deformation effects of CNTs, and does not require shear correction factors. The surr... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997232 | oai_dc | A novel harmony search based optimization of reinforced concrete biaxially loaded columns | A novel harmony search based optimization of reinforced concrete biaxially loaded columns | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sinan Melih Nigdeli(Istanbul University); Gebrail Bekdaş(Istanbul University); 김상훈(Temple University); 김종우(가천대학교)"
] | A novel optimization approach for reinforced concrete (RC) biaxially loaded columns is proposed. Since there are several design constraints and influences, a new computation methodology using iterative analyses for several stages is proposed. In the proposed methodology random iterations are combined with music inspire... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997235 | oai_dc | Dynamic analysis of deployable structures using independent displacement modes based on Moore-Penrose generalized inverse matrix | Dynamic analysis of deployable structures using independent displacement modes based on Moore-Penrose generalized inverse matrix | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ping Xiang(Waseda University); Minger Wu(Tongji University); Rui Q. Zhou(Shanghai Institute of Mechanical & Electrical Engineering Co., Ltd)"
] | Deployable structures have gained more and more applications in space and civil structures, while it takes a large amount of computational resources to analyze this kind of multibody systems using common analysis methods. This paper presents a new approach for dynamic analysis of multibody systems consisting of both ri... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997237 | oai_dc | Fracture energy and tension softening relation for nanomodified concrete | Fracture energy and tension softening relation for nanomodified concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Ramachandra Murthy(Structural Engineering Research Centre); P. Ganesh(Structural Engineering Research Centre); S. Sundar Kumar(Structural Engineering Research Centre); Nagesh R. Iyer(Structural Engineering Research Centre)"
] | This paper presents the details of size independent fracture energy and bi-linear tension softening relation for nano modified high strength concrete. Nano silica in powder form has been used as partial replacement of cement by 2 wt%. Two popular methods, namely, simplified boundary effect method of Karihaloo et al. (2... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997240 | oai_dc | Experimental and numerical investigation of expanded metal tube absorber under axial impact loading | Experimental and numerical investigation of expanded metal tube absorber under axial impact loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M. Damghani Nouri(Semnan University); H. Hatami(Semnan University); A. Ghodsbin Jahromi(Semnan University)"
] | In this research, the cylindrical absorber made of expanded metal sheets under impact loading has been examined. Expanded metal sheets due to their low weight, effective collapse mechanism has a high energy absorption capacity. Two types of absorbers with different cells angle were examined. First, the absorber with ce... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001997242 | oai_dc | Shear response of lean duplex stainless steel plate girders | Shear response of lean duplex stainless steel plate girders | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Salam R. Armoosh(Universiti Kebangsaan Malaysia); A.R. Khalim(Universiti Kebangsaan Malaysia); Akram Sh. Mahmood(University of Al-Anbar)"
] | Carbon steel plate girders have been used on a large scale in the building industry. Nowadays, Lean Duplex Stainless Steel (LDSS) plate girders are gaining popularity as they possess greater strength and are more impervious to corrosion than those that are constructed from carbon steel. Regardless of their popularity, ... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001961584 | oai_dc | Estimation of ultimate torque capacity of the SFRC beams using ANN | Estimation of ultimate torque capacity of the SFRC beams using ANN | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Serkan Engin(Kocaeli University); Onur Öztürk(Kocaeli University); Fuad Okay(Kocaeli University)"
] | In this study, in order to propose an efficient model to predict the torque capacity of steel fiber reinforced concrete (SFRC) beams, the existing experimental data related to torsional response of beams is reviewed. It is observed that existing data neglects the effects of some parameters on the variation of torque ca... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001961588 | oai_dc | Seismic response of steel braced frames equipped with shape memory alloy-based hybrid devices | Seismic response of steel braced frames equipped with shape memory alloy-based hybrid devices | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Neda Salari(K. N. Toosi University of Technology); Behrouz Asgarian(K. N. Toosi University of Technology)"
] | This paper highlights the role of innovative vibration control system based on two promising properties in a parallel configuration. Hybrid device consists of two main components; recentering wires of shape memory alloy (SMA) and steel pipe section as an energy dissipater element. This approach concentrates damage in t... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001961572 | oai_dc | Colliding bodies optimization for size and topology optimization of truss structures | Colliding bodies optimization for size and topology optimization of truss structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Kaveh(Iran University of Science and Technology); V.R. Mahdavi(Iran University of Science and Technology)"
] | This paper presents the application of a recently developed meta-heuristic algorithm, called Colliding Bodies Optimization (CBO), for size and topology optimization of steel trusses. This method is based on the one-dimensional collisions between two bodies, where each agent solution is considered as a body. The perform... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001961585 | oai_dc | Parameters affecting the seismic response of buildings under bi-directional excitation | Parameters affecting the seismic response of buildings under bi-directional excitation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ioanna - Kleoniki M. Fontara(Aristotle University of Thessaloniki); Konstantinos G. Kostinakis(Aristotle University of Thessaloniki); Grigorios E. Manoukas(Aristotle University of Thessaloniki); Asimina M. Athanatopoulou(Aristotle University of Thessaloniki)"
] | The present paper investigates the influence of the orientation of the ground-motion reference axes, the seismic incident angle and the seismic intensity level on the inelastic response of asymmetric reinforced concrete buildings. A single storey asymmetric building is analyzed by nonlinear dynamic analyses under twent... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001961576 | oai_dc | Effect of laser shock peening and cold expansion on fatigue performance of open hole samples | Effect of laser shock peening and cold expansion on fatigue performance of open hole samples | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Carlos Rubio-Gonzalez(Centro de Ingeniería y Desarrollo Industrial); G. Gomez-Rosas(Universidad de Guadalajara); R. Ruiz(Instituto Tecnológico de Morelia); M. Nait(IUT A GMP); A. Amrouche(LGCgE)"
] | Mechanical fastening is still one of the main methods used for joining components. Different techniques have been applied to reduce the effect of stress concentration of notches like fastener holes. Inthis work we evaluate the feasibility of combining laser shock peening (LSP) and cold expansion to improve fatigue crac... | 토목공학 | null | kci_detailed_000065.xml | |||
ART001961582 | oai_dc | Multi-point response spectrum analysis of a historical bridge to blast ground motion | Multi-point response spectrum analysis of a historical bridge to blast ground motion | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Kemal Hacıefendioğlu(Ondokuz Mayıs University); Swagata Banerjee(The Pennsylvania State University); Kurtuluş Soyluk(Gazi University); Olgun Köksal(Ondokuz Mayıs University)"
] | In this study, the effects of ground shocks due to explosive loads on the dynamic response of historical masonry bridges are investigated by using the multi-point shock response spectrum method. With this purpose, different charge weights and distances from the charge center are considered for the analyses of a masonry... | 토목공학 | null | kci_detailed_000065.xml |
Subsets and Splits
No community queries yet
The top public SQL queries from the community will appear here once available.