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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
ART001935687 | oai_dc | Symplectic analysis of functionally graded beams subjected to arbitrary lateral loads | Symplectic analysis of functionally graded beams subjected to arbitrary lateral loads | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Li Zhao(Ningbo University of Technology); Wei Z. Gan(Ningbo University of Technology)"
] | The rational analytical solutions are presented for functionally graded beams subjected to arbitrary tractions on the upper and lower surfaces. The Young’s modulus is assumed to vary exponentially along the thickness direction while the Poisson’s ratio keeps unaltered. Within the framework of symplectic elasticity, zer... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001935690 | oai_dc | Seismic mitigation of an existing building by connecting to a base-isolated building with visco-elastic dampers | Seismic mitigation of an existing building by connecting to a base-isolated building with visco-elastic dampers | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Zhidong Yang(The Hong Kong Polytechnic University); Eddie S.S. Lam(The Hong Kong Polytechnic University)"
] | This study investigates the feasibility of retrofitting an existing building by connecting theexisting building to a new building using connecting dampers. The new building is base-isolated and viscoelastic dampers are assigned as connecting dampers. Scaled models are tested under three different earthquake records usi... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001935706 | oai_dc | Strain and crack development in continuous reinforced concrete slabs subjected to catenary action | Strain and crack development in continuous reinforced concrete slabs subjected to catenary action | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Dirk Gouverneur(Ghent University); Robby Caspeele(Ghent University); Luc Taerwe(Ghent University)"
] | Several structural calamities in the second half of the 20th century have shown that adequatecollapse-resistance cannot be achieved by designing the individual elements of a structure without taking their interconnectivity into consideration. It has long been acknowledged that membrane behaviour of reinforced concrete ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001935688 | oai_dc | Design for shear strength of concrete beams longitudinally reinforced with GFRP bars | Design for shear strength of concrete beams longitudinally reinforced with GFRP bars | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Job Thomas(Cochin University of Science and Technology); S. Ramadass(Cochin University of Science and Technology)"
] | In this paper, a model for the evaluation of shear strength of fibre reinforced polymer (FRP)-reinforced concrete beams is given. The survey of literature indicates that the FRP reinforced beams testedwith shear span to depth ratio less than or equal to 1.0 is limited. In this study, eight concrete beamsreinforced with... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001935698 | oai_dc | Analytical study of buckling profile web stability | Analytical study of buckling profile web stability | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Chems eddine Taleb(University of Sciences and Technology); Fatiha Ammari(University of Sciences and Technology); Redouane Adman(University of Sciences and Technology)"
] | Elements used in steel structures may be considered as an assembly of number of thin flat walls. Local buckling of these members can limit the buckling capacity of axial load resistance or flexural strength. We can avoid a premature failure, caused by effects of local buckling, by limiting the value of the wall slender... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001935691 | oai_dc | Crash analysis of military aircraft on nuclear containment | Crash analysis of military aircraft on nuclear containment | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M.R. Sadique(Indian Institute of Technology Roorkee); M.A. Iqbal(Indian Institute of Technology Roorkee); P. Bhargava(Indian Institute of Technology Roorkee)"
] | In case of aircraft impact on nuclear containment structures, the initial kinetic energy of theaircraft is transferred and absorbed by the outer containment, may causing either complete or partial failureof containment structure. In the present study safety analysis of BWR Mark III type containment has beenperformed. T... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001935694 | oai_dc | A new mindlin FG plate model incorporating microstructure and surface energy effects | A new mindlin FG plate model incorporating microstructure and surface energy effects | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"F.F. Mahmoud(Zagazig University); M. Shaat(Zagazig University)"
] | In this paper, the classical continuum mechanics is adopted and modified to be consistent withthe unique behavior of micro/nano solids. At first, some kinematical principles are discussed to illustrate the effect of the discrete nature of the microstructure of micro/nano solids. The fundamental equations and relations ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048186 | oai_dc | Experimental investigations on the structural behaviour of a distressed bridge | Experimental investigations on the structural behaviour of a distressed bridge | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M.A. Dar(MSRIT); N. Subramanian(Computer Design Consultants); A.R. Dar(NIT Srinagar); J. Raju(MSRIT)"
] | Distressed structures require necessary remedial measures in order to restore their original structural properties like strength and stiffness. Validating the effectiveness of the proposed qualitative remedial measure experimentally is of utmost importance as there is no well-established analytical method to verify the... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048184 | oai_dc | The effect of rotation on piezo-thermoelastic medium using different theories | The effect of rotation on piezo-thermoelastic medium using different theories | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohamed I.A. Othman(Zagazig University); Ethar A. A. Ahmed(Taif University)"
] | The present paper attempts to investigate the propagation of plane waves in generalized piezo-thermoelastic medium under the effect of rotation. The normal mode analysis is used to obtain the expressions for the displacement components, the temperature, the stress and the strain components.
Comparisons are made with th... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048176 | oai_dc | Effect of gas detonation on response of circular plate- experimental and theoretical | Effect of gas detonation on response of circular plate- experimental and theoretical | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hashem Babaei(University of Guilan); Tohid Mirzababaie Mostofi(University of Guilan); Seyed Hamidreza Sadraei(University of Guilan)"
] | A series of experimental results on thin mild steel plates clamped at the boundary subjected to gas detonation shock loading are presented. Detonation occurred by mixing Acetylene (C2H2)-Oxygen (O2) in various volume ratio and different initial pressure. The applied impulse is varied to give deformation in the range fr... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048185 | oai_dc | Optimum topology design of geometrically nonlinear suspended domes using ECBO | Optimum topology design of geometrically nonlinear suspended domes using ECBO | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Kaveh(Iran University of Science and Technology); M. Rezaei(Road, Building and Housing Research Center)"
] | The suspended dome system is a new structural form that has become popular in the construction of long-span roof structures. Suspended dome is a kind of new pre-stressed space grid structure that has complex mechanical characteristics. In this paper, an optimum topology design algorithm is performed using the enhanced ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048182 | oai_dc | Wind load estimation of super-tall buildings based on response data | Wind load estimation of super-tall buildings based on response data | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lun-hai Zhi(Wuhan University of Technology); Bo Chen(Wuhan University of Technology); Ming-xin Fang(Wuhan University of Technology)"
] | Modern super-tall buildings are more sensitive to strong winds. The evaluation of wind loads for the design of these buildings is of primary importance. A direct monitoring of wind forces acting on super-tall structures is quite difficult to be realized. Indirect measurements interpreted by inverse techniques are there... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048178 | oai_dc | A Gaussian process-based response surface method for structural reliability analysis | A Gaussian process-based response surface method for structural reliability analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Guoshao Su(Guangxi University); Jianqing Jiang(Guangxi University); Bo Yu(Guangxi University); Yilong Xiao(Guangxi University)"
] | A first-order moment method (FORM) reliability analysis is commonly used for structural stability analysis. It requires the values and partial derivatives of the performance to function with respect to the random variables for the design. These calculations can be cumbersome when the performance functions are implicit.... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048179 | oai_dc | A methodology for design of metallic dampers in retrofit of earthquake-damaged frame | A methodology for design of metallic dampers in retrofit of earthquake-damaged frame | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Chao Zhang(Guangzhou University); Yun Zhou(Guangzhou University); De H. Lu(Guangzhou University); Cong X. Wu(Guangzhou University); Da G. Weng(Tongji University)"
] | A comprehensive methodology is proposed for design of metallic dampers in seismic retrofit of earthquake-damaged frame structures. It is assumed that the metallic dampers remain elastic and only provide stiffness during frequent earthquake (i.e., earthquake with a 63% probability of exceedance in 50- year service perio... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048175 | oai_dc | Soil arching analysis in embankments on soft clays reinforced by stone columns | Soil arching analysis in embankments on soft clays reinforced by stone columns | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammed Y. Fattah(University of Technology, Baghdad); Bushra S. Zabar(University of Baghdad); Hanan A. Hassan(University of Al-Mustansiriya)"
] | The present work investigates the behavior of the embankment models resting on soft soil reinforced with ordinary and stone columns encased with geogrid. Model tests were performed with different spacing distances between stone columns and two lengths to diameter ratios (L/d) of the stone columns, in addition to differ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048180 | oai_dc | Computation of 2-D mixed-mode stress intensity factors by Petrov-Galerkin natural element method | Computation of 2-D mixed-mode stress intensity factors by Petrov-Galerkin natural element method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"조진래(홍익대학교)"
] | The mixed-mode stress intensity factors of 2-D angled cracks are evaluated by Petrov-Galerkin natural element (PG-NE) method in which Voronoi polygon-based Laplace interpolation functions and CSFE basis functions are used for the trial and test functions respectively. The interaction integral is implemented in a frame ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002048181 | oai_dc | Analysis of stiffened plates composed by different materials by the boundary element method | Analysis of stiffened plates composed by different materials by the boundary element method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gabriela R. Fernandes(Federal University of Goiás); João R. Neto(Federal University of Goiás)"
] | A formulation of the boundary element method (BEM) based on Kirchhoff’s hypothesis to analyse stiffened plates composed by beams and slabs with different materials is proposed. The stiffened plate is modelled by a zoned plate, where different values of thickness, Poisson ration and Young’s modulus can be defined for ea... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027593 | oai_dc | Size-dependent bending analysis of FGM nano-sinusoidal plates resting on orthotropic elastic medium | Size-dependent bending analysis of FGM nano-sinusoidal plates resting on orthotropic elastic medium | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Reza Kolahchi(Islamic Azad University); Ali Mohammad Moniri Bidgoli(University of Tehran); Mohammad Mehdi Heydari(Islamic Azad University)"
] | Bending analysis of functionally graded (FG) nano-plates is investigated in the present work based on a new sinusoidal shear deformation theory. The theory accounts for sinusoidal distribution of transverse shear stress, and satisfies the free transverse shear stress conditions on the top and bottom surfaces of the pla... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027599 | oai_dc | Time-domain analyses of the layered soil by the modified scaled boundary finite element method | Time-domain analyses of the layered soil by the modified scaled boundary finite element method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Shan Lu(Dalian University of Technology); Jun Liu(Dalian University of Technology); Gao Lin(Dalian University of Technology); Wenyuan Wang(Dalian University of Technology)"
] | The dynamic response of two-dimensional unbounded domain on the rigid bedrock in the time domain is numerically obtained. It is realized by the modified scaled boundary finite element method (SBFEM) in which the original scaling center is replaced by a scaling line. The formulation bases on expanding dynamic stiffness ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027588 | oai_dc | Theoretical study of UHPCC composite column behaviors under axial compression | Theoretical study of UHPCC composite column behaviors under axial compression | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Xiang-Guo Wu(Harbin Institute of Technology); Ruofei Zou(University of Illinois); Xinyu Zhao(Harbin Engineering University); Qun Yu(Harbin Engineering University)"
] | To improve the durability and service life of reinforced concrete column such as bridge piers, an advanced composite column made of Ultra High Performance Cementitious Composites (UHPCC) permanent form is proposed. Based on elasticity plasticity theory, axial compression behavior of the composite column was studied the... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027589 | oai_dc | Torsion strength of single-box multi-cell concrete box girder subjected to combined action of shear and torsion | Torsion strength of single-box multi-cell concrete box girder subjected to combined action of shear and torsion | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Qian Wang(Dalian University of Technology); Wenliang Qiu(Dalian University of Technology); Zhe Zhang(Dalian University of Technology)"
] | A model has been proposed that can predict the ultimate torsional strength of single-box multicell reinforced concrete box girder under combined loading of bending, shear and torsion. Compared with the single-cell box girder, this model takes the influence of inner webs on the distribution of shear flow into account. A... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027597 | oai_dc | Experimental and numerical analysis of RC structure with two leaf cavity wall subjected to shake table | Experimental and numerical analysis of RC structure with two leaf cavity wall subjected to shake table | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Onur Onat(Tunceli University); Paulo B. Lourenço(Minho University); Ali Koçak(Yıldız Technical University)"
] | This paper presents finite element (FE) based pushover analysis of a reinforced concrete structure with a two-leaf cavity wall (TLCW) to estimate the performance level of this structure. In addition to this, an unreinforced masonry (URM) model was selected for comparison. Simulations and analyses of these structures we... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027586 | oai_dc | Ratcheting analysis of joined conical cylindrical shells | Ratcheting analysis of joined conical cylindrical shells | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jaskaran Singh(Indian Institute of Technology Delhi); B.P. Patel(Indian Institute of Technology Delhi)"
] | The ratcheting and strain cyclic behaviour of joined conical-cylindrical shells under uniaxial strain controlled, uniaxial and multiaxial stress controlled cyclic loading are investigated in the paper. The elasto-plastic deformation of the structure is simulated using Chaboche non-linear kinematic hardening model in fi... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027595 | oai_dc | Characteristic analysis on train-induced vibration responses of rigid-frame RC viaducts | Characteristic analysis on train-induced vibration responses of rigid-frame RC viaducts | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Liangming Sun(Wuhan University of Technology); Weiping Xie(Wuhan University of Technology); Xingwen He(Hokkaido University); Toshiro Hayashikawa(Hokkaido University)"
] | A three-dimensional (3D) numerical analysis for the train-bridge interaction (TBI) system is actively developed in this study in order to investigate the vibration characteristics of rigid-frame reinforced concrete (RC) viaducts in both vertical and lateral directions respectively induced by running high-speed trains. ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027584 | oai_dc | Generation of OC and MMA topology optimizer by using accelerating design variables | Generation of OC and MMA topology optimizer by using accelerating design variables | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"이동규(세종대학교); 신수미(부산대학교); Nguyen Hong Chan(세종대학교)"
] | The goal of this study is to investigate computational convergence of optimal solutions, with respect to optimality criteria (OC) method and methods of moving asymptotes (MMA) as optimization model for non-linear programming of material topology optimization using an acceleration method that makes design variables rapi... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027590 | oai_dc | Case study on the effects of retrofitting on changing structural dynamic characteristics by microtremor measurements and finite element analysis | Case study on the effects of retrofitting on changing structural dynamic characteristics by microtremor measurements and finite element analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad Ali Hadianfard(Shiraz University of Technology); Ramin Rabiee(Shiraz University of Technology); Azad Sarshad(Shiraz University of Technology)"
] | Determination of dynamic parameters of a structure such as predominant frequency and damping ratio is one of the most important subjects in dynamics of structures. Different methods are used to determine predominant frequency. These methods are different in the cost, implement accessibility, accuracy, speed, applicabil... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002027592 | oai_dc | An efficient simulation method for reliability analysis of systems with expensive-to-evaluate performance functions | An efficient simulation method for reliability analysis of systems with expensive-to-evaluate performance functions | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bahman Farahmand Azar(University of Tabriz); Ali Hadidi(University of Tabriz); Amin Rafiee(University of Tabriz)"
] | This paper proposes a novel reliability analysis method which computes reliability index, most probable point and probability of failure of uncertain systems more efficiently and accurately with compared to Monte Carlo, first-order reliability and response surface methods. It consists of Initial and Simulation steps. I... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970318 | oai_dc | Experimental and analytical investigations for behaviors of RC beams strengthened with tapered CFRPs | Experimental and analytical investigations for behaviors of RC beams strengthened with tapered CFRPs | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"김나은(이화여자대학교); 김희선(이화여자대학교); 김영희(이화여자대학교)"
] | This study investigates structural and mechanical behaviors of RC (Reinforced concrete) beams strengthened with tapered CFRP (Carbon fiber reinforced polymer) sheets having various configurations. Toward this goal, experiments are performed on RC beams strengthened with four layers of CFRP sheets and each layer of the ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970337 | oai_dc | Post-heating behavior of concrete beams reinforced with fiber reinforced polymer bars | Post-heating behavior of concrete beams reinforced with fiber reinforced polymer bars | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad R. Irshidat(Jordan University of Science and Technology); Rami H. Haddad(Jordan University of Science and Technology); Hanadi Almahmoud(Jordan University of Science and Technology,)"
] | The present paper investigates the post heating behavior of concrete beams reinforced with fiber reinforced polymer (FRP) bars, namely carbon fiber reinforced polymer (CFRP) bars and glass fiber reinforced polymer (GFRP) bars. Thirty rectangular concrete beams were prepared and cured for 28 days. Then, beams were eithe... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970326 | oai_dc | Wave propagation in functionally graded plates with porosities using various higher-order shear deformation plate theories | Wave propagation in functionally graded plates with porosities using various higher-order shear deformation plate theories | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sihame Ait Yahia(University of Sidi Bel Abbes); Hassen Ait Atmane(University of Hassiba Ben Bouali); Mohammed Sid Ahmed Houari(University of Sidi Bel Abbes); Abdelouahed Tounsi(University of Sidi Bel Abbes)"
] | In this work, various higher-order shear deformation plate theories for wave propagation in functionally graded plates are developed. Due to porosities, possibly occurring inside functionally graded materials (FGMs) during fabrication, it is therefore necessary to consider the wave propagation in plates having porositi... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970336 | oai_dc | Effect of marble waste fines on rheological and hardened properties of sand concrete | Effect of marble waste fines on rheological and hardened properties of sand concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"R. Djebien(University of 20 August 1955); M. Belachia(University of 20 August 1955); H. Hebhoub(University of 20 August 1955)"
] | Faced with the growing needs of material resources and requirements of environmental protection for achieving sustainable development, it has become necessary to study and investigate all possibilities of exploring crushed and dune sand, reusing industrial wastes and by-product, and also applying new technologies inclu... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970328 | oai_dc | Electric potential redistribution due to time-dependent creep in thick-walled FGPM cylinder based on Mendelson method of successive approximation | Electric potential redistribution due to time-dependent creep in thick-walled FGPM cylinder based on Mendelson method of successive approximation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S. Kheirkhah(Islamic Azad University); A. Loghman(University of Kashan)"
] | In this study, the stresses and electric potential redistributions of a cylinder made from functionally graded piezoelectric material (FGPM) are investigated. All the mechanical, thermal and piezoelectric properties are modeled as power-law distribution of volume fraction. Using the coupled electro-thermo-mechanical re... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970330 | oai_dc | Symptom-based reliability analyses and performance assessment of corroded reinforced concrete structures | Symptom-based reliability analyses and performance assessment of corroded reinforced concrete structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hua-Peng Chen(University of Greenwich); Nan Xiao(Zhejiang University)"
] | Reinforcement corrosion can cause serious safety deterioration to aging concrete structuresexposed in aggressive environments. This paper presents an approach for reliability analyses of deterioratingreinforced concrete structures affected by reinforcement corrosion on the basis of the representativesymptoms identified... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970333 | oai_dc | A simple shear deformation theory based on neutral surface position for functionally graded plates resting on Pasternak elastic foundations | A simple shear deformation theory based on neutral surface position for functionally graded plates resting on Pasternak elastic foundations | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Abdeljalil Meksi(Université de Sidi Bel Abbes); Samir Benyoucef(Université de Sidi Bel Abbes); Mohammed Sid Ahmed Houari(Université de Mascaraa); Abdelouahed Tounsi(University of Sidi Bel Abbes)"
] | In this work, a novel simple first-order shear deformation plate theory based on neutral surface position is developed for bending and free vibration analysis of functionally graded plates and supported by either Winkler or Pasternak elastic foundations. By dividing the transverse displacement into bending and shear pa... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970338 | oai_dc | Evaluation of RPV according to alternative fracture toughness requirements | Evaluation of RPV according to alternative fracture toughness requirements | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"이신아(경희대학교); 이상환(경희대학교); 장윤석(경희대학교)"
] | Recently, US NRC revised fracture toughness requirements as 10CFR50.61a to reduce the conservatism of 10CFR50.61. However, unlike previous studies relating to the initial regulation, structural integrity evaluations based on the alternative regulation are not sufficient. In the present study, PTS and P-T limit curve ev... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970320 | oai_dc | Flexural strengthening of continuous unbonded post-tensioned concrete beams with end-anchored CFRP laminates | Flexural strengthening of continuous unbonded post-tensioned concrete beams with end-anchored CFRP laminates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Saeed Ghasemi(Shahid Bahonar University); Ali A. Maghsoudi(University, Kerman); Habib A. Bengar(University of Mazandaran); Hamid R. Ronagh(University of Queensland)"
] | This paper provides the results of an experimental investigation into the flexural behavior ofcontinuous two-span unbonded post-tensioned high strength concrete (HSC) beams, strengthened by endanchoredCFRP laminates of different configurations in the hogging region. Implementing two differentconfigurations of end-ancho... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970331 | oai_dc | Edge wave propagation in an Electro-Magneto-Thermoelastic homogeneous plate subjected to stress | Edge wave propagation in an Electro-Magneto-Thermoelastic homogeneous plate subjected to stress | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rajneesh Kakar(GNA University); Shikha Kakar(SBBS University)"
] | This paper introduces the combined effect of electric field, magnetic field and thermal field on edge wave propagating in a homogeneous isotropic prestressed plate of finite thickness and infinite length. The dispersion relation of edge wave has been obtained by using classical dynamical theory of thermoelasticity. The... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970323 | oai_dc | Alternative approach for the derivation of an eigenvalue problem for a Bernoulli-Euler beam carrying a single in-span elastic rod with a tip-mounted mass | Alternative approach for the derivation of an eigenvalue problem for a Bernoulli-Euler beam carrying a single in-span elastic rod with a tip-mounted mass | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Metin Gürgöze(Technical University of Istanbul); Serkan Zeren(Istanbul Arel University)"
] | Many vibrating mechanical systems from the real life are modeled as combined dynamicalsystems consisting of beams to which spring-mass secondary systems are attached. In most of thepublications on this topic, masses of the helical springs are neglected. In a paper (Cha et al. 2008) publishedrecently, the eigencharacter... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001970324 | oai_dc | Robust design of liquid column vibration absorber in seismic vibration mitigation considering random system parameter | Robust design of liquid column vibration absorber in seismic vibration mitigation considering random system parameter | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rama Debbarma(National Institute of Technology); Subrata Chakraborty(Indian Institute of Engineering Science and Technology)"
] | The optimum design of liquid column dampers in seismic vibration control considering systemparameter uncertainty is usually performed by minimizing the unconditional response of a structure withoutany consideration to the variation of damper performance due to uncertainty. However, the system sodesigned may be sensitiv... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856109 | oai_dc | Use of vibration characteristics to predict the axial deformation of columns | Use of vibration characteristics to predict the axial deformation of columns | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"H.N. Praveen Moragaspitiya(Queensland University of Technology); David P. Thambiratnam(Queensland University of Technology); Nimal J. Perera(Queensland University of Technology); Tommy H.T. Chan(Queensland University of Technology)"
] | Vibration characteristics of columns are influenced by their axial loads. Numerous methods have been developed to quantify axial load and deformation in individual columns based on their natural frequencies. However, these methods cannot be applied to columns in a structural framing system as the natural frequency is a... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856081 | oai_dc | Determination of cable force based on the corrected numerical solution of cable vibration frequency equations | Determination of cable force based on the corrected numerical solution of cable vibration frequency equations | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Danhui Dan(Tongji University); Yanyang Chen(Tongji University); Xingfei Yan(Shanghai Urban Construction Design and Research Institute)"
] | The accurate determination of cable tension is important to the monitoring of the condition of a cable-stayed bridge. When applying a vibration-based formula to identify the tension of a real cable under sag, stiffness and boundary conditions, the resulting error must not be overlooked. In this work, by resolvingthe im... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856126 | oai_dc | New metal connectors developed to improve the shear strength of stone masonry walls | New metal connectors developed to improve the shear strength of stone masonry walls | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Turan Karabork(Aksaray University); Yilmaz Kocak(Ministry of Defense)"
] | Stone masonry structures are widely used around the world, but they deteriorate easily, due to low shear strength capacity. Many techniques have been developed to increase the shear strength of stone masonry constructions. The aim of this experimental study was to investigate the performance of stone masonry walls stre... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856116 | oai_dc | Experimental study on the compressive stress dependency of full scale low hardness lead rubber bearing | Experimental study on the compressive stress dependency of full scale low hardness lead rubber bearing | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"이홍표(한국수자력연구원 중앙연구원); 조명석(한국수자력연구원 중앙연구원); 김선용(한국수자력연구원); 박진영(유니슨이테크(주)); 장광석(유니슨이테크(주))"
] | According to experimental studies made so far, design formula of shear characteristics suggested by ISO 22762 and JEAG 4614, representative design code for Lead Rubber Bearing(LRB) shows dependence caused by changes in compressive stress. Especially, in the case of atypical special structure, such as a nuclear power st... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856070 | oai_dc | Response modification factor of the frames braced with reduced yielding segment BRB | Response modification factor of the frames braced with reduced yielding segment BRB | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nader Fanaie(K.N.Toosi University of Technology); Ebrahim Afsar Dizaj(K.N.Toosi University of Technology)"
] | In this paper, overstrength, ductility and response modification factors are calculated for frames braced with a different type of buckling restrained braces, called reduced yielding segment BRB (Buckling Restrained Brace) in which the length of its yielding part is reduced and placed in one end of the brace element in... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856075 | oai_dc | Krylov subspace-based model order reduction for Campbell diagram analysis of large-scale rotordynamic systems | Krylov subspace-based model order reduction for Campbell diagram analysis of large-scale rotordynamic systems | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"한정삼(안동대학교)"
] | This paper focuses on a model order reduction (MOR) for large-scale rotordynamic systems by using finite element discretization. Typical rotor-bearing systems consist of a rotor, built-on parts, and a support system. These systems require careful consideration in their dynamic analysis modeling because they include uns... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856106 | oai_dc | Dynamic behavior of a functionally graded plate resting on Winkler elastic foundation and in contact with fluid | Dynamic behavior of a functionally graded plate resting on Winkler elastic foundation and in contact with fluid | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ali A. Shafiee(Shiraz University); Farhang Daneshmand(McGill University); Ehsan Askari(Macquarie University); Mojtaba Mahzoon(Shiraz University)"
] | A semi-analytical method is developed to consider free vibrations of a functionally graded elastic plate resting on Winkler elastic foundation and in contact with a quiescent fluid. Material properties are assumed to be graded distribution along the thickness direction according to a power-law in terms of the volume fr... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001856122 | oai_dc | Movement identification model of port container crane based on structural health monitoring system | Movement identification model of port container crane based on structural health monitoring system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mosbeh R. Kaloop(Kunsan National University); Mohamed A. Sayed(Kunsan National University); 김두기(군산대학교); 김은성(한국유지관리(주))"
] | This study presents a steel container crane movement analysis and assessment based onstructural health monitoring (SHM). The accelerometers are used to monitor the dynamic crane behavior anda 3-D finite element model (FEM) was designed to express the static displacement of the crane under thedifferent load cases. The m... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017795 | oai_dc | Efficient methods for integrating weight function: a comparative analysis | Efficient methods for integrating weight function: a comparative analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gaurav Dubey(Institute of Technology); Shailendra Kumar(Guru Ghasidas Vishwavidyalaya)"
] | This paper introduces Romberg-Richardson’s method as one of the numerical integration tools for computation of stress intensity factor in a pre-cracked specimen subjected to a complex stress field across the crack faces. Also, the computation of stress intensity factor for various stress fields using existing three met... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017791 | oai_dc | Equivalent moment of inertia of a truss bridge with steelconcrete composite deck | Equivalent moment of inertia of a truss bridge with steelconcrete composite deck | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Wojciech Siekierski(Poznań University of Technology)"
] | Flexural stiffness of bridge spans has become even more important parameter since Eurocode 1 introduced for railway bridges the serviceability limit state of resonance. For simply supported bridge spans it relies, in general, on accurate assessment of span moment of inertia that governs span flexural stiffness.
The pap... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017794 | oai_dc | Effects of rotary inertia shear deformation and non-homogeneity on frequencies of beam | Effects of rotary inertia shear deformation and non-homogeneity on frequencies of beam | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mehmet Avcar(Suleyman Demirel University)"
] | In the present study, separate and combined effects of rotary inertia, shear deformation and material non-homogeneity (MNH) on the values of natural frequencies of the simply supported beam are examined. MNH is characterized considering the parabolic variations of the Young's modulus and density along the thickness dir... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017785 | oai_dc | Simultaneous identification of stiffness and damping based on derivatives of eigen-parameters | Simultaneous identification of stiffness and damping based on derivatives of eigen-parameters | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"H. Li(Sun Yat-sen University); Z. R. Lu(Sun Yat-sen University); J.K. Liu(Sun Yat-sen University)"
] | A method based on derivatives of eigen-parameters is presented for damage detection in discrete systems with dampers. The damage is simulated by decrease on the stiffness coefficient and increase of the damping coefficient. In the forward analysis, the derivatives of eigen-parameters are derived for the discrete system... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017787 | oai_dc | New enhanced higher order free vibration analysis of thick truncated conical sandwich shells with flexible cores | New enhanced higher order free vibration analysis of thick truncated conical sandwich shells with flexible cores | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Keramat Malekzadeh Fard(MalekAshtar University of Technology); Mostafa Livani(MalekAshtar University of Technology)"
] | This paper dealt the free vibration analysis of thick truncated conical composite sandwich shells with transversely flexible cores and simply supported boundary conditions based on a new improved and enhanced higher order sandwich shell theory. Geometries were used in the present work for the consideration of different... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017788 | oai_dc | A new nonlocal hyperbolic shear deformation theory for nanobeams embedded in an elastic medium | A new nonlocal hyperbolic shear deformation theory for nanobeams embedded in an elastic medium | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Khadidja Aissani(Université de Sidi Bel Abbes); Abdelouahed Tounsi(Université de Sidi Bel Abbes); Mohamed Bachir Bouiadjra(Université de Sidi Bel Abbes); Mama Ahouel(University of Sidi Bel Abbes)"
] | This work presents a new nonlocal hyperbolic shear deformation beam theory for the static, buckling and vibration of nanoscale-beams embedded in an elastic medium. The present model is able to capture both the nonlocal parameter and the shear deformation effect without employing shear correction factor. The nonlocal pa... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017790 | oai_dc | Vibration analysis of free-fixed hyperbolic cooling tower shells | Vibration analysis of free-fixed hyperbolic cooling tower shells | {
"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 hyperboloidal shells free at the top edge and clamped at the bottom edge like a hyperboloidal cooling tower by the Ritz method based upon the circular cylindrical coordinate system instead of related 3- D shell c... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017796 | oai_dc | Helical gear multi-contact tooth mesh load analysis with flexible bearings and shafts | Helical gear multi-contact tooth mesh load analysis with flexible bearings and shafts | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Chengwu Li(Chongqing University); Yulin He(Chongqing University); Xianxiong Ning(Chongqing University)"
] | A multi-contact tooth meshing model for helical gear pairs considering bearing and shaft deformations is proposed. First, to easily incorporate into the system model, the complicated Harris’ bearing force-displacement relationship is simplified applying a linear least square curve fit. Then, effects of shaft and bearin... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017789 | oai_dc | Standardization of composite connections for trapezoid web profiled steel sections | Standardization of composite connections for trapezoid web profiled steel sections | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Saggaff(Sriwijaya University); M.M. Tahir(Universiti Teknologi Malaysia); A. Sulaiman(Universiti Teknologi Malaysia); S.P. Ngian(Universiti Teknologi Malaysia); J. Mirza(Universiti Teknologi Malaysia)"
] | Connections are usually designed either as pinned usually associated with simple construction or rigid normally is associated with continuous construction. However, the actual behaviour falls in between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by Euro-code 3 and... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017786 | oai_dc | Analyse of the behavior of functionally graded beams based on neutral surface position | Analyse of the behavior of functionally graded beams based on neutral surface position | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lazreg Hadji(Université Ibn Khaldoun); El Abbes Adda Bedia(Université de Sidi Bel Abbes)"
] | In this paper, a simple n-order refined theory based on neutral surface position is developed for bending and frees vibration analyses of functionally graded beams. The present theory is variationally consistent, uses the n-order polynomial term to represent the displacement field, does not require shear correction fac... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017792 | oai_dc | A family of dissipative structure-dependent integration methods | A family of dissipative structure-dependent integration methods | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Shuenn-Yih Chang(National Taipei University of Technology); Tsui-Huang Wu(National Taipei University of Technology); Ngoc-Cuong Tran(Ngoc-Cuong Tran)"
] | A new family of structure-dependent integration methods is developed to enhance with desired numerical damping. This family method preserves the most important advantage of the structure-dependent integration method, which can integrate unconditional stability and explicit formulation together, and thus it is very comp... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002017793 | oai_dc | Study of dynamic mechanical behavior of aluminum 7075-T6 with respect to diameters and L/D ratios using Split Hopkinson Pressure Bar (SHPB) | Study of dynamic mechanical behavior of aluminum 7075-T6 with respect to diameters and L/D ratios using Split Hopkinson Pressure Bar (SHPB) | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Eunhye Kim(Colorado School of Mines); Hossein Changani(University of Utah)"
] | The aluminum 7075-T6 is known as an alloy widely used in aircraft structural applications, which does not exhibit strain rate sensitivity during dynamic compressive tests. Despite mechanical importance of the material, there is not enough attention to determine appropriate sample dimensions such as a sample diameter re... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079551 | oai_dc | Examination of non-homogeneity and lamination scheme effects on deflections and stresses of laminated composite plates | Examination of non-homogeneity and lamination scheme effects on deflections and stresses of laminated composite plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ferruh Turan(Ondokuz Mayıs University); Zihni Zerin(Ondokuz Mayis University); Muhammed Fatih Başoğlu(Ondokuz Mayıs University)"
] | In this study, a convenient formulation for the bending of laminated composite plates that hold non-homogeneous properties is examined. The constitutive equations of first order shear deformation plate theory are obtained using Hamilton Principle. The effect of non-homogeneity, lamination schemes and aspect ratio on th... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079555 | oai_dc | Seismic behavior of T-shaped steel reinforced high strength concrete short-limb shear walls under low cyclic reversed loading | Seismic behavior of T-shaped steel reinforced high strength concrete short-limb shear walls under low cyclic reversed loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Zongping Chen(Guangxi University); Jinjun Xu(Guangxi University); Yuliang Chen(Guangxi University); Yisheng Su1(Guangxi University)"
] | This paper presents an experimental study of six steel reinforced high strength concrete T-shaped short-limb shear walls configured with T-shaped steel truss under low cyclic reversed loading. Considering different categories of ratios of wall limb height to thickness, shear/span ratios, axial compression ratios and st... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079559 | oai_dc | Teaching learning-based optimization for design of cantilever retaining walls | Teaching learning-based optimization for design of cantilever retaining walls | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rasim Temür(Istanbul University); Gebrail Bekdaş(Istanbul University)"
] | A methodology based on Teaching Learning-Based Optimization (TLBO) algorithm is proposed for optimum design of reinforced concrete retaining walls. The objective function is to minimize total material cost including concrete and steel per unit length of the retaining walls. The requirements of the American Concrete Ins... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079553 | oai_dc | Experimental study of masonry infill reinforced concrete frames with and without corner openings | Experimental study of masonry infill reinforced concrete frames with and without corner openings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hamid Reza Khoshnoud(Islamic Azad University); Kadir Marsono(University of Technology of Malaysia)"
] | Reinforced concrete frame buildings with masonry infill walls are one of the most popular structural systems in the world. In most cases, the effects of masonry infill walls are not considered in structural models. The results of earthquakes show that infill walls have a significant effect on the seismic response of bu... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079552 | oai_dc | Thermo-mechanical postbuckling of symmetric S-FGM plates resting on Pasternak elastic foundations using hyperbolic shear deformation theory | Thermo-mechanical postbuckling of symmetric S-FGM plates resting on Pasternak elastic foundations using hyperbolic shear deformation theory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Abdelouahed Tounsi(University of Sidi Bel Abbes); Abdelbaki Chikh(University of Sidi Bel Abbes); Houari Heireche(University of Sidi Bel Abbes); Mohammed Sid Ahmed Houari(University of Sidi Bel Abbes); E.A. Adda Bedia(University of Sidi Bel Abbes); Ahmed Bakora(University of Sidi Bel Abbes)"
] | In this work, an analytical formulation based on both hyperbolic shear deformation theory and stress function, is presented to study the nonlinear post-buckling response of symmetric functionally graded plates supported by elastic foundations and subjected to in-plane compressive, thermal and thermo-mechanical loads. E... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079554 | oai_dc | Shear strength estimation of RC deep beams using the ANN and strut-and-tie approaches | Shear strength estimation of RC deep beams using the ANN and strut-and-tie approaches | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gunnur Yavuz(Selcuk University)"
] | Reinforced concrete (RC) deep beams are structural members that predominantly fail in shear. Therefore, determining the shear strength of these types of beams is very important. The strut-and-tie method is commonly used to design deep beams, and this method has been adopted in many building codes (ACI318-14, Eurocode 2... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079556 | oai_dc | Influence of microstructure, heterogeneity and internal friction on SH waves propagation in a viscoelastic layer overlying a couple stress substrate | Influence of microstructure, heterogeneity and internal friction on SH waves propagation in a viscoelastic layer overlying a couple stress substrate | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Vikas Sharma(Lovely Professional University); Satish Kumar(Thapar University)"
] | In this paper, we have investigated shear horizontal wave propagation in a layered structure, consisting of granular macromorphic rock (Dionysos Marble) substrate underlying a viscoelastic layer of finite thickness. SH waves characteristics are affected by the material properties of both substrate and the coating. The ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079558 | oai_dc | Edge stresses analysis in thick composite panels subjected to axial loading using layerwise formulation | Edge stresses analysis in thick composite panels subjected to axial loading using layerwise formulation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Isa Ahmadi(University of Zanjan)"
] | Based on a reduced displacement field, a layer-wise (LW) formulation is developed for analysis of thick shell panels which is subjected to axial tension. Employing the principle of minimum total potential energy, the local governing equations of thick panel which is subjected to axial extension are obtained. An analyti... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079557 | oai_dc | Numerical modeless of the damage, around inclusion in the orthopedic cement PMMA | Numerical modeless of the damage, around inclusion in the orthopedic cement PMMA | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Cherfi Mohamed(University of Sidi Bel Abbes); Benbarek Smail(University of Sidi Bel Abbes); Bachir Bouiadjra(University of Sidi Bel Abbes); B. Serier(University of Sidi Bel Abbes)"
] | In orthopedic surgery and more especially in total arthroplastie of hip, the fixing of the implants generally takes place essentially by means of constituted surgical polymer cement. The damage of this materiel led to the fatal rupture and thus loosening of the prosthesis in total hip, the effect of over loading as the... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002079550 | oai_dc | A response surface method based on sub-region of interest for structural reliability analysis | A response surface method based on sub-region of interest for structural reliability analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Weitao Zhao(Shenyang Aerospace University); Xueyan Shi (Shenyang Aerospace University); Kai Tang(Shenyang Aerospace University)"
] | In structural reliability analysis, the response surface method is widely adopted because of its numerical efficiency. It should be understood that the response function must approximate the actual limit state function accurately in the main region influencing failure probability where it is evaluated. However, the siz... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051285 | oai_dc | Parametric modeling and shape optimization of four typical Schwedler spherical reticulated shells | Parametric modeling and shape optimization of four typical Schwedler spherical reticulated shells | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"J. Wu(Shandong University); X.Y. Lu(Shandong Jianzhu University); S.C. Li(Shandong University); Z.H. Xu(Shandong University); L.P. Li(Shandong University); D.L. Zhang(Shandong Agriculture and Engineering University); Y.G. Xue(Shandong University)"
] | Spherical reticulated shells are widely applied in structural engineering due to their good bearing capability and attractive appearance. Parametric modeling of spherical reticulated shells is the basis of internal analysis and optimization design. In the present study, generation methods of nodes and the corresponding... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051244 | oai_dc | Robust optimization of reinforced concrete folded plate and shell roof structure incorporating parameter uncertainty | Robust optimization of reinforced concrete folded plate and shell roof structure incorporating parameter uncertainty | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Soumya Bhattacharjya(Indian Institute of Engineering Science and Technology); Subhasis Chakraborti(Indian Institute of Engineering Science and Technology); Subhashis Das(Indian Institute of Engineering Science and Technology)"
] | There is a growing trend of considering uncertainty in optimization process since last few decades. In this regard, Robust Design Optimization (RDO) scheme has gained increasing momentum because of its virtue of improving performance of structure by minimizing the variation of performance and ensuring necessary safety ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051310 | oai_dc | Simultaneous identification of moving loads and structural damage by adjoint variable | Simultaneous identification of moving loads and structural damage by adjoint variable | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Reza Abbasnia(Iran University of Science and Technology); Akbar Mirzaee(Iran University of Science and Technology); Mohsenali Shayanfar(Iran University of Science and Technology)"
] | This paper presents a novel method based on sensitivity of structural response for identifying both the system parameters and input excitation force of a bridge. This method, referred to as “Adjoint Variable Method”, is a sensitivity-based finite element model updating method. The computational cost of sensitivity anal... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051278 | oai_dc | Neuro-fuzzy and artificial neural networks modeling of uniform temperature effects of symmetric parabolic haunched beams | Neuro-fuzzy and artificial neural networks modeling of uniform temperature effects of symmetric parabolic haunched beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S. Bahadır Yüksel(Selcuk University); Alpaslan Yarar(Selcuk University)"
] | When the temperature of a structure varies, there is a tendency to produce changes in the shape of the structure. The resulting actions may be of considerable importance in the analysis of the structures having non-prismatic members. The computation of design forces for the non-prismatic beams having symmetrical parabo... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051282 | oai_dc | Comparative study on cracked beam with different types of cracks carrying moving mass | Comparative study on cracked beam with different types of cracks carrying moving mass | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Shakti P. Jena(NIT); Dayal R. Parhi(NIT); Devasis Mishra(NIT)"
] | An analytical-computational method along with finite element analysis (FEA) has been employed to analyse the dynamic behaviour of deteriorated structures excited by time- varying mass. The present analysis is focused on the comparative study of a double cracked beam with inclined edge cracks and transverse open cracks ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051286 | oai_dc | Exact mathematical solution for free vibration of thick laminated plates | Exact mathematical solution for free vibration of thick laminated plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad Asadi Dalir(Bu-Ali Sina University); Alireza Shooshtari(Bu-Ali Sina University)"
] | In this paper, the modified form of shear deformation plate theories is proposed. First, the displacement field geometry of classical and the first order shear deformation theories are compared with each other. Using this comparison shows that there is a kinematic relation among independent variables of the first order... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051250 | oai_dc | Stochastic elastic wave analysis of angled beams | Stochastic elastic wave analysis of angled beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Changqing Bai(Xi’an Jiaotong University); Hualin Ma(Group limited Company); Victor P.W. Shim(National University of Singapore)"
] | The stochastic finite element method is employed to obtain a stochastic dynamic model of angled beams subjected to impact loads when uncertain material properties are described by random fields.
Using the perturbation technique in conjunction with a precise time integration method, a random analysis approach is develop... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051307 | oai_dc | Effects of near-fault records characteristics on seismic performance of eccentrically braced frames | Effects of near-fault records characteristics on seismic performance of eccentrically braced frames | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Reyhaneh Eskandari(Chabahar Maritime University); Davoud Vafaei(Chabahar Maritime University)"
] | In this paper the effects of fling-step and forward-directivity on the seismic performance of steel eccentrically braced frames (EBFs) are addressed. Four EBFs with various numbers of stories (4-, 8-, 12- and 15-story) were designed for an area with high seismic hazard. Fourteen near-fault ground motions including seve... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051246 | oai_dc | A study on nonlinear analysis and confinement effect of reinforced concrete filled steel tubular column | A study on nonlinear analysis and confinement effect of reinforced concrete filled steel tubular column | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Alifujiang Xiamuxi(Xinjiang University); Akira Hasegawa(Hachinohe Institute of Technology); Jiang Yu(Xinjiang University)"
] | According to former studies, the mechanical properties of reinforced concrete filled tubular steel (RCFT) columns differed greatly from that of concrete filled steel tubular (CFT) columns because of interaction of inserted reinforcement in RCFT. Employing an experiment-based verification policy, a general FE nonlinear ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002051249 | oai_dc | Design of boundary combined footings of trapezoidal form using a new model | Design of boundary combined footings of trapezoidal form using a new model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Arnulfo Luévanos Rojas(Juárez University of Durango State)"
] | This paper presents the design of reinforced concrete combined footings of trapezoidal form subjected to axial load and moments in two directions to each column using a new model to consider soil real pressure acting on the contact surface of the footing; such pressure is presented in terms of an axial load, moment aro... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932053 | oai_dc | An efficient method to structural static reanalysis with deleting support constraints | An efficient method to structural static reanalysis with deleting support constraints | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Haifeng Liu(Xi’an Jiaotong University); Shigang Yue(University of Lincoln)"
] | Structural design is usually an optimization process. Numerous parameters such as the member shapes and sizes, the elasticity modulus of material, the locations of nodes and the support constraints can be selected as design variables. These variables are progressively revised in order to obtain a satisfactory structure... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932066 | oai_dc | Experimental study on cyclic behavior of reinforced concrete parallel redundancy walls | Experimental study on cyclic behavior of reinforced concrete parallel redundancy walls | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yiqiu Lu(Hunan University,); Liang Huang(Hunan University,)"
] | Reinforced concrete (RC) shear walls are one of the most commonly used lateral-load resisting systems in high-rise buildings. RC Parallel redundancy walls studied herein consist of two parts nested to each other. These two parts have different mechanical behaviors and energy dissipation mechanisms. In this paper, exper... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932076 | oai_dc | Behavior of double lining due to long-term hydraulic deterioration of drainage system | Behavior of double lining due to long-term hydraulic deterioration of drainage system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"신종호(건국대학교); 이인근(LH Cooperation); 주은정(건국대학교)"
] | The hydraulic deterioration of the drainage system in tunnel linings is one of the main factors governing long-term lining-ground interactions during the lifetime of tunnels. Thus, in the design procedure of a tunnel below the groundwater table, the possible detrimental effects associated with the hydraulic deteriorati... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932079 | oai_dc | Analysis and prediction of ultimate strength of high-strength SFRC plates under in-plane and transverse loads | Analysis and prediction of ultimate strength of high-strength SFRC plates under in-plane and transverse loads | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ramadoss Perumal(Pondicherry Engineering College); S. Palanivel(Pondicherry Engineering College)"
] | Plates are most widely used in the hulls of floating concrete structures, bridge decks, walls of offshore structures and liquid storage tanks. A method of analysis is presented for the determination of loaddeflection response and ultimate strength of high-strength steel fiber reinforced concrete (HSSFRC) plates simply ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932038 | oai_dc | Plastic mechanism analysis of vehicle roof frames consisting of spot-welded steel hat sections | Plastic mechanism analysis of vehicle roof frames consisting of spot-welded steel hat sections | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M.R. Bambach(University of New South Wales)"
] | Plastic mechanism analysis of structures subjected to large deformation has long been used in order to determine collapse mechanisms of steel structures, and the energy absorbed in plastic deformation during such collapses. In this paper the technique is applied to vehicle roof structures that undergo large plastic def... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932031 | oai_dc | Bending of a rectangular plate resting on a fractionalized Zener foundation | Bending of a rectangular plate resting on a fractionalized Zener foundation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Cheng-Cheng Zhang(Nanjing University); Hong-Hu Zhu(Nanjing University); Bin Shi(Nanjing University); Guo-Xiong Mei(Guangxi University)"
] | The long-term performance of plates resting on viscoelastic foundations is a major concern in the analysis of soil-structure interaction. As a powerful mathematical tool, fractional calculus may address these plate-on-foundation problems. In this paper, a fractionalized Zener model is proposed to study the time-depende... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932058 | oai_dc | Bending ratcheting behavior of pressurized straight Z2CND18.12N stainless steel pipe | Bending ratcheting behavior of pressurized straight Z2CND18.12N stainless steel pipe | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lei Wang(Tianjin University); Gang Chen(Tianjin University); Jianbei Zhu(Tianjin University); Xiuhu Sun(Tianjin University); Yunhui Mei(Tianjin University); Xiang Ling(NanJing University of Technology); Xu Chen(Tianjin University)"
] | The ratcheting effect greatly challenges the design of piping components. With the assistance of the quasi-three point bending apparatus, ratcheting and the ratcheting boundary of pressurized straight Z2CND18.12N stainless steel pipe under bending loading and vertical displacement control were studiedexperimentally. Th... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932063 | oai_dc | Energy-based damage-control design of steel frames with steel slit walls | Energy-based damage-control design of steel frames with steel slit walls | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ke Ke(Tongji University); Yiyi Chen(Tongji University)"
] | The objective of this research is to develop a practical design and assessment approach of steel frames with steel slit walls (SSWs) that focuses on the damage-control behavior to enhance the structural resilience. The yielding sequence of SSWs and frame components is found to be a critical issue for thedamage-control ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932071 | oai_dc | A modified multi-objective elitist-artificial bee colony algorithm for optimization of smart FML panels | A modified multi-objective elitist-artificial bee colony algorithm for optimization of smart FML panels | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"H. Ghashochi-Bargh(Amirkabir University of Technology); M.H. Sadr(Amirkabir University of Technology)"
] | In Current paper, the voltages of patches optimization are carried out for minimizing the powerconsumption of piezoelectric patches and maximum vertical displacement of symmetrically FML panelsusing the modified multi-objective Elitist-Artificial Bee Colony (E-ABC) algorithm. The voltages ofpatches, panel length/width ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932068 | oai_dc | Non-linear incidental dynamics of frame structures | Non-linear incidental dynamics of frame structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Goran N. Radoičić(University of Niš,); Miomir LJ. Jovanović(University of Niš,); Dragan Z. Marinković(Berlin Institute of Technology)"
] | A simulation of failures on responsible elements is only one form of the extreme structural behavior analysis. By understanding the dynamic behavior in incidental situations, it is possible to make a special structural design from the point of the largest axial force, stress and redundancy. The numerical realization of... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932074 | oai_dc | Design charts for yield acceleration and seismic displacement of retaining walls with surcharge through limit analysis | Design charts for yield acceleration and seismic displacement of retaining walls with surcharge through limit analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohamad Mahdi Aminpoor(Kharazmi University); Ali Ghanbari(Kharazmi University)"
] | Calculating the seismic displacement of retaining walls has an important role in the optimum design of these structures. Also, studying the effect of surcharge is important for the calculation of active pressure as well as permanent displacements of the wall. In this regard, some researchers have investigated active pr... | 토목공학 | null | kci_detailed_000069.xml | |||
ART001932047 | oai_dc | Reliability-based design optimization of structural systems using a hybrid genetic algorithm | Reliability-based design optimization of structural systems using a hybrid genetic algorithm | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Reza Abbasnia(Iran University of Science and Technology); Mohsenali Shayanfar(Iran University of Science and Technology); Ali Khodam(Iran University of Science and Technology)"
] | In this paper, reliability-based design optimization (RBDO) of structures is addressed. For this purpose, the global search and optimization capabilities of genetic algorithm (GA) are combined with the efficiency and reasonable accuracy of an advanced moment-based finite element reliability method. For performing RBDO,... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075517 | oai_dc | Dynamic analysis of helicoidal bars with non-circular cross-sections via mixed FEM | Dynamic analysis of helicoidal bars with non-circular cross-sections via mixed FEM | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nihal Eratlı(Istanbul Technical University); Murat Yılmaz(Istanbul Technical University); Kutlu Darılmaz(Istanbul Technical University); Mehmet H. Omurtag(Istanbul Technical University)"
] | One of the objectives of this study is to implement the direct calculation of the torsional moment of inertia for non-circular cross-sections, which is based on the St. Venant torsion formulation and the finite element method. Recently the proposed method provides a unique calculation of the torsional rigidity of simpl... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075519 | oai_dc | Prediction of residual mechanical behavior of heat-exposed LWAC short column: a NLFE model | Prediction of residual mechanical behavior of heat-exposed LWAC short column: a NLFE model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yasmeen T. Obaidat(Yarmouk University); Rami H. Haddad(Jordan University of Science and Technology)"
] | A NLFE model was proposed to investigate the mechanical behavior of short columns, cast using plain or fibrous lightweight aggregate concrete (LWAC), and subjected to elevated temperatures of up to 700°C. The model was validated, before its predictions were extended to study the effect of other variables, not studied e... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075523 | oai_dc | Elastic solutions due to a time-harmonic point load in isotropic multi-layered media | Elastic solutions due to a time-harmonic point load in isotropic multi-layered media | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gao Lin(Dalian University of Technology); Pengchong Zhang(Dalian University of Technology); Jun Liu(Dalian University of Technology); Wenyuan Wang(Dalian University of Technology)"
] | A new analytical derivation of the elastodynamic point load solutions for an isotropic multilayered half-space is presented by means of the precise integration method (PIM) and the approach of dual vector. The time-harmonic external load is prescribed either on the external boundary or in the interior of the solid medi... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075522 | oai_dc | Analysis of functionally graded beam using a new first-order shear deformation theory | Analysis of functionally graded beam using a new first-order shear deformation theory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lazreg Hadji(Université Ibn Khaldoun); T. Hassaine Daouadji(Université Ibn Khaldoun); M. Ait Amar Meziane(Université Ibn Khaldoun); Y. Tlidji(Université Ibn Khaldoun); E.A. Adda Bedia(Université de Sidi Bel Abbes)"
] | A new first-order shear deformation theory is developed for dynamic behavior of functionally graded beams. The equations governing the axial and transverse deformations of functionally graded plates are derived based on the present first-order shear deformation plate theory. The governing equations and boundary conditi... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075518 | oai_dc | Natural vibration of the three-layered solid sphere with middle layer made of FGM: three-dimensional approach | Natural vibration of the three-layered solid sphere with middle layer made of FGM: three-dimensional approach | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Surkay D. Akbarov(Yildiz Technical University); Hatam H. Guliyev(Institute of Geology and Geophysics of the National Academy of Sciences of Azerbaijan); Nazmiye Yahnioglu(Yildiz Technical University)"
] | The paper studies the natural oscillation of the three-layered solid sphere with a middle layer made of Functionally Graded Material (FGM). It is assumed that the materials of the core and outer layer of the sphere are homogeneous and isotropic elastic. The three-dimensional exact equations and relations of linear elas... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075521 | oai_dc | Effect of stacking sequence of the bonded composite patch on repair performance | Effect of stacking sequence of the bonded composite patch on repair performance | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hadja Imane Beloufa(University Abdelhamid Ibn Badis of Mostaganem); Djamel Ouinas(University Abdelhamid Ibn Badis of Mostaganem); Mostapha Tarfaoui(Laboratoire Brestois de Mécanique et des Systèmes); Noureddine Benderdouche(University Abdelhamid Ibn Badis of Mostaganem)"
] | In this study, the three-dimensional finite element method is used to determine the stress intensity factor in Mode I and Mixed mode of a centered crack in an aluminum specimen repaired by a composite patch using contour integral. Various mesh densities were used to achieve convergence of the results. The effect of adh... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075516 | oai_dc | Wave propagation in a two-temperature fiber-reinforced magneto-thermoelastic medium with three-phase-lag model | Wave propagation in a two-temperature fiber-reinforced magneto-thermoelastic medium with three-phase-lag model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Samia M. Said(Zagazig University); Mohamed I.A. Othman(Taif University)"
] | A general model of equations of the two-temperature theory of generalized thermoelasticity is applied to study the wave propagation in a fiber-reinforced magneto-thermoelastic medium in the context of the three-phase-lag model and Green-Naghdi theory without energy dissipation. The material is a homogeneous isotropic e... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075520 | oai_dc | A mesh-free analysis method of structural elements of engineering structures based on B-spline wavelet basis function | A mesh-free analysis method of structural elements of engineering structures based on B-spline wavelet basis function | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jianping Chen(Guangzhou Maritime Institute); Wenyong Tang(Shanghai Jiao Tong University); Pengju Huang(Guangzhou Maritime Institute); Li Xu(Fujian Chuanzheng Communications College)"
] | The paper is devoted to study a mesh-free analysis method of structural elements of engineering structures based on B-spline Wavelet Basis Function. First, by employing the moving-least square method and the weighted residual method to solve the structural displacement field, the control equations and the stiffness equ... | 토목공학 | null | kci_detailed_000069.xml | |||
ART002075525 | oai_dc | Homogenized thermal properties of 3D composites with full uncertainty in the microstructure | Homogenized thermal properties of 3D composites with full uncertainty in the microstructure | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Juan Ma(Xidian University); Peter Wriggers(Leibniz Universität Hannover); Liangjie Li(Xidian University)"
] | In this work, random homogenization analysis for the effective thermal properties of a three-dimensional composite material with unidirectional fibers is presented by combining the equivalent inclusion method with Random Factor Method (RFM). The randomness of the micro-structural morphology and constituent material pro... | 토목공학 | null | kci_detailed_000069.xml |
Subsets and Splits
No community queries yet
The top public SQL queries from the community will appear here once available.