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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
ART002075524 | oai_dc | Mechanical characterization of a self-compacting polymer concrete called isobeton | Mechanical characterization of a self-compacting polymer concrete called isobeton | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"K. Boudjellal(LMGHU Laboratory); M. Bouabaz(LMGHU Laboratory); M. Belachia(LMGHU Laboratory)"
] | This paper illustrates an experimental study on a self compacting polymer concrete called isobeton made of polyurethane foam and expanded clay. Several experiments were conducted to characterize the physic-mechanical properties of the considered material. Application of the Linear Elastic Fracture Mechanics (LEFM) and ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132303 | oai_dc | Thermal stresses in a non-homogeneous orthotropic infinite cylinder | Thermal stresses in a non-homogeneous orthotropic infinite cylinder | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"E. Edfawy(Assuit University)"
] | The present paper is concerned with the investigation of propagation of thermoelastic media, the finite difference technique is used to obtain the solution for the uncoupled dynamic thermoelastic stress problem in a non-homogeneous orthrotropc thick cylindrical shell. In implementing the method, the linear dynamic ther... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132300 | oai_dc | Evaluation of a DDB design method for bridges isolated with triple pendulum bearings | Evaluation of a DDB design method for bridges isolated with triple pendulum bearings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gholamreza Ghodrati Amiri(Iran University of Science & Technology); Mahdi Mohammadian Shalmaee(University of Guilan); Pejman Namiranian(Iran University of Science and Technology)"
] | In this study a direct displacement-based design (DDBD) procedure for a continuous deck bridge isolated with triple friction pendulum bearings (TFPB) has been proposed and the seismic demands of the bridge such as isolator\'s displacement and drift of piers obtained from this procedure evaluated under two-directional n... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132311 | oai_dc | Optimum design of steel floor system: effect of floor division number, deck thickness and castellated beams | Optimum design of steel floor system: effect of floor division number, deck thickness and castellated beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Kaveh(Iran University of Science and Technology); M.H. Ghafari(Iran University of Science and Technology)"
] | Decks, interior beams, edge beams and girders are the parts of a steel floor system. If the deck is optimized without considering beam optimization, finding best result is simple. However, a deck with higher cost may increase the composite action of the beams and decrease the beam cost reducing the total cost. Also dif... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132304 | oai_dc | Reliability studies on RC beams exposed to fire based on IS456:2000 design methods | Reliability studies on RC beams exposed to fire based on IS456:2000 design methods | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Aneesha Balaji(National Institute of Technology); M.S. Aathira(National Institute of Technology); T.M. Madhavan Pillai(National Institute of Technology); Praveen Nagarajan(National Institute of Technology)"
] | This paper examines a methodology for computing the probability of structural failure of reinforced concrete beams subjected to fire. The significant load variables considered are dead load, sustained live load and fire temperature. Resistance is expressed in terms of moment capacity with random variables taken as yiel... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132306 | oai_dc | Influence of steel fiber and reinforcing details on the ultimate bearing strength of the post-tensioning anchorage zone | Influence of steel fiber and reinforcing details on the ultimate bearing strength of the post-tensioning anchorage zone | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jin-Kook Kim(POSCO); Jun-Mo Yang(POSCO); Yangsu Kwon(KHNP Central Research Institute)"
] | In this paper, the effects of steel-fiber and rebar reinforcements on the ultimate bearing strength of the local anchorage zone were investigated based on experiments and comparisons between test results and design-equation predictions (AASHTO 2012, NCHRP 1994). Eighteen specimens were fabricated using the same anchora... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132309 | oai_dc | Strategy for refinement of nodal densities and integration cells in EFG technique | Strategy for refinement of nodal densities and integration cells in EFG technique | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bhavana S.S. Patel(National Institute of Technology Karnataka); Babu K.S. Narayan(National Institute of Technology Karnataka); Katta Venkataramana(National Institute of Technology Karnataka)"
] | MeshFree methods have become popular owing to the ease with which high stress gradients can be identified and node density distribution can be reformulated to accomplish faster convergence. This paper presents a strategy for nodal density refinement with strain energy as basis in Element-Free Galerkin MeshFree techniqu... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132308 | oai_dc | Plastic energy approach prediction of fatigue crack growth | Plastic energy approach prediction of fatigue crack growth | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sofiane Maachou(University of Sidi-Bel-Abbes); Abdelkader Boulenouar(University of Sidi-Bel-Abbes); Mohamed Benguediab(University of Sidi-Bel-Abbes); Mohamed Mazari(University of Sidi-Bel-Abbes); Narayanaswami Ranganathan(School Polytechnic University of Tours)"
] | The energy-based approach to predict the fatigue crack growth behavior under constant and variable amplitude loading (VAL) of the aluminum alloy 2024 T351 has been investigated and detailed analyses discussed. Firstly, the plastic strain energy was determined per cycle for different block load tests. The relationship b... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132301 | oai_dc | Structural safety redundancy-based design method for structure with viscous dampers | Structural safety redundancy-based design method for structure with viscous dampers | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Linfei Hao(Tongji University); Ruifu Zhang(Tongji University)"
] | A simple design process is proposed for supplemental viscous dampers based on structural safety redundancy. In this process, the safety redundancy of the primary structure without a damper is assessed by the capacity and response spectra. The required damping ratio that should be provided by the supplemental dampers is... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132310 | oai_dc | Deflection of battened beams with shear and discrete effects | Deflection of battened beams with shear and discrete effects | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ji-liang Li(Ningbo University); Jian-kang Chen(Ningbo University)"
] | This paper presents a theoretical analysis for determining the transverse deflection of simply supported battened beams subjected to a uniformly distributed transverse quasi-static load. The analysis considers not only the shear effect but also the discrete effect of battens on the transverse deflection of the battened... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002132297 | oai_dc | Impact of geometric pattern corrosion on limit failure pressure of buried gas pipelines | Impact of geometric pattern corrosion on limit failure pressure of buried gas pipelines | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nemat Hassani(Shahid Beheshti University); S. Mohammad S. Kolbadi(Shahid Beheshti University); Mahmud Reza Shiravand(Shahid Beheshti University); Jafar H. Golafshani(Shahid Beheshti University)"
] | Gas pipelines are types of structures that are highly susceptible to corrosion. Sometimes, the pipes are subjected to a thinning of the wall thickness at the inside or outside wall due to erosion/corrosion. Therefore, it is important to evaluate the strength of the pipes undergoing corrosion to maintain the integrity o... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128884 | oai_dc | Assessment of load carrying capacity and fatigue life expectancy of a monumental Masonry Arch Bridge by field load testing: a case study of veresk | Assessment of load carrying capacity and fatigue life expectancy of a monumental Masonry Arch Bridge by field load testing: a case study of veresk | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Amin Miri(Iran University of Science and Technology); Shervan Ataei(Iran University of Science and Technology); Mosab Tajalli(Iran University of Science and Technology)"
] | Masonry arch bridges present a large segment of Iranian railway bridge stock. The ever increasing trend in traffic requires constant health monitoring of such structures to determine their load carrying capacity and life expectancy. In this respect, the performance of one of the oldest masonry arch bridges of Iranian r... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128889 | oai_dc | Dynamic response of curved Timoshenko beams resting on viscoelastic foundation | Dynamic response of curved Timoshenko beams resting on viscoelastic foundation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Faruk Fırat Calim(Adana Science and Technology University)"
] | Curved beams’ dynamic behavior on viscoelastic foundation is the subject of the current paper. By rewritten the Timoshenko beams theory formulation for the curved and twisted spatial rods, governing equations are obtained for the circular beams on viscoelastic foundation. Using the complementary functions method (CFM),... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128887 | oai_dc | Uncertainty effects of soil and structural properties on the buckling of flexible pipes shallowly buried in Winkler foundation | Uncertainty effects of soil and structural properties on the buckling of flexible pipes shallowly buried in Winkler foundation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Asma Khemis(University of BADJI Mokhtar - Annaba); Abdelmadjid Hacene Chaouche(university of BADJI Mokhtar - Annaba); Allaeddine Athmani(University of BADJI Mokhtar - Annaba); Kong Fah Tee(University of Greenwich)"
] | The failure of civil engineering systems is a consequence of decision making under uncertain conditions. Generally, buried flexible pipes are designed for their transversal behavior to prevent from the important failure mode of buckling. However, the interaction effects between soil and pipe are neglected and the uncer... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128879 | oai_dc | Nonlinear vibration of conservative oscillator’s using analytical approaches | Nonlinear vibration of conservative oscillator’s using analytical approaches | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mahmoud Bayat(Islamic Azad University); Iman Pakar(Islamic Azad University); Mahdi Bayat(Islamic Azad University)"
] | In this paper, a new analytical approach has been presented for solving nonlinear conservative oscillators. Variational approach leads us to high accurate solution with only one iteration. Two different high nonlinear examples are also presented to show the application and accuracy of the presented approach.
The result... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128891 | oai_dc | Flexural performance of FRP-reinforced concrete encased steel composite beams | Flexural performance of FRP-reinforced concrete encased steel composite beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ilker Fatih Kara(Bursa Technical University)"
] | This paper presents a numerical method for estimating the curvature, deflection and moment capacity of FRP-reinforced concrete encased steel composite beams (FRP-RCS). A sectional analysis is first carried out to predict the moment-curvature relationship from which beam deflection and moment capacity are then calculate... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128875 | oai_dc | Economic performance of cable supported bridges | Economic performance of cable supported bridges | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bin Sun(Tongji University); Li-wen Zhang(Tongji University); Yidong Qin(Tongji University); Ru-cheng Xiao(Tongji University)"
] | A new cable-supported bridge model consisting of suspension parts, self-anchored cable-stayed parts and earth-anchored cable-stayed parts is presented. The new bridge model can be used for suspension bridges, cable-stayed bridges, cable-stayed suspension bridges, and partially earth-anchored cable-stayed bridges by var... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128877 | oai_dc | Influence of concurrent horizontal and vertical ground excitations on the collapse margins of non-ductile RC frame buildings | Influence of concurrent horizontal and vertical ground excitations on the collapse margins of non-ductile RC frame buildings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"T.Y. Yang(University of British Columbia); E. Noroozinejad Farsangi(International Institute of Earthquake Engineering and Seismology); A.A. Tasnimi(Tarbiat Modares University)"
] | Recent earthquakes worldwide show that a significant portion of the earthquake shaking happens in the vertical direction. This phenomenon has raised significant interests to consider the vertical ground motion during the seismic design and assessment of the structures. Strong vertical ground motions can alter the axial... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128873 | oai_dc | Dynamic visco-hyperelastic behavior of elastomeric hollow cylinder by developing a constitutive equation | Dynamic visco-hyperelastic behavior of elastomeric hollow cylinder by developing a constitutive equation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Masoud Asgari(K. N. Toosi University of Technology); Sanaz S. Hashemi(K. N. Toosi University of Technology)"
] | In this study, developments of an efficient visco-hyperelastic constitutive equation for describing the time dependent material behavior accurately in dynamic and impact loading and finding related materials constants are considered. Based on proposed constitutive model, behaviour of a hollow cylinder elastomer bushing... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128881 | oai_dc | A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision | A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"He Xia(Beijing Jiaotong University); Chaoyi Xia(Beijing Jiaotong University); Nan Zhang(Beijing Jiaotong University); Qin Ma(CCCC Highway Consultants Co.); Xuan Wu(Beijing Jiaotong University)"
] | Safety is the prime concern for a high-speed railway bridge, especially when it is subjected to a collision. In this paper, an analysis framework for the dynamic responses of train-bridge systems under collision load is established. A multi-body dynamics model is employed to represent the moving vehicle, the modal deco... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002128886 | oai_dc | The effects of vertical earthquake motion on an R/C structure | The effects of vertical earthquake motion on an R/C structure | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Selcuk Bas(Bartin University); Ilker Kalkan(Kirikkale University)"
] | The present study investigated the earthquake behavior of R/C structures considering the vertical earthquake motion with the help of a comparative study. For this aim, the linear time-history analyses of a high-rise R/C structure designed according to TSC-2007 requirements were conducted including and excluding the ver... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895543 | oai_dc | The effect of two temperatures on a FG nanobeam induced by a sinusoidal pulse heating | The effect of two temperatures on a FG nanobeam induced by a sinusoidal pulse heating | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ashraf M. Zenkour(King Abdulaziz University); Ahmed E. Abouelregal(Mansoura University)"
] | The present investigation is concerned with the effect of two temperatures on functionally graded (FG) nanobeams subjected to sinusoidal pulse heating sources. Material properties of the nanobeam are assumed to be graded in the thickness direction according to a novel exponential distribution law in terms of the volume... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895548 | oai_dc | A practical neuro-fuzzy model for estimating modulus of elasticity of concrete | A practical neuro-fuzzy model for estimating modulus of elasticity of concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"İdris Bedirhanoglu(Dicle University)"
] | The mechanical characteristics of materials are very essential in structural analysis for the accuracy of structural calculations. The estimation modulus of elasticity of concrete (Ec), one of the most important mechanical characteristics, is a very complex area in terms of analytical models. Many attempts have been ma... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895547 | oai_dc | Computational finite element model updating tool for modal testing of structures | Computational finite element model updating tool for modal testing of structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Abdurrahman Şahin(Yıldız Technical University); Alemdar Bayraktar(Karadeniz Technical University)"
] | In this paper, the development of a new optimization software for finite element model updating of engineering structures titled as FemUP is described. The program is used for computational FEM model updating of structures depending on modal testing results. This paper deals with the FE model updating procedure carried... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895554 | oai_dc | A multi-crack effects analysis and crack identification in functionally graded beams using particle swarm optimization algorithm and artificial neural network | A multi-crack effects analysis and crack identification in functionally graded beams using particle swarm optimization algorithm and artificial neural network | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad Hossein Abolbashari(Ferdowsi University of Mashhad); Foad Nazari(Ferdowsi University of Mashhad); Javad Soltani Rad(Amirkabir University of Technology)"
] | In the first part of this paper, the influences of some of crack parameters on natural frequencies of a cracked cantilever Functionally Graded Beam (FGB) are studied. A cantilever beam is modeled using Finite Element Method (FEM) and its natural frequencies are obtained for different conditions of cracks. Then effect o... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895556 | oai_dc | Large deflection analysis of point supported super-elliptical plates | Large deflection analysis of point supported super-elliptical plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Murat Altekin(Yildiz Technical University)"
] | Nonlinear bending of super-elliptical plates of uniform thickness under uniform transverse pressure was investigated by the Ritz method. The material was assumed to be homogeneous and isotropic.
The contribution of the boundary conditions at the point supports was introduced by the Lagrangemultipliers. The solution was... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895553 | oai_dc | The effect of impact with adjacent structure on seismic behavior of base-isolated buildings with DCFP bearings | The effect of impact with adjacent structure on seismic behavior of base-isolated buildings with DCFP bearings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Morteza Bagheri(Amirkabir University of Technology); Faramarz Khoshnoudian(Amirkabir University of Technology)"
] | Since the isolation bearings undergo large displacements in base-isolated structures, impact with adjacent structures is inevitable. Therefore, in this investigation, the effect of impact on seismicresponse of isolated structures mounted on double concave friction pendulum (DCFP) bearings subjected to near field ground... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895545 | oai_dc | Performance of partial strength connection connected by thick plate between column flanges | Performance of partial strength connection connected by thick plate between column flanges | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mahmood M. Tahir(Universiti Teknologi Malaysia); Irwan Juki(Universiti Tun Hussein Onn); Mohd Y. Ishak(Universiti Teknologi Malaysia); Shahrin Mohammad(Universiti Teknologi Malaysia); Abdullah Z. Awang(Universiti Teknologi Malaysia); Roger Plank(University of Sheffield)"
] | Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for both flush and extend... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895551 | oai_dc | Soil-pile interaction effects in wharf structures under lateral loads | Soil-pile interaction effects in wharf structures under lateral loads | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bilge Doran(Yıldız Technical University); Aytuğ Seçkin(Yıldız Technical University)"
] | Wharfs are essential to shipping and support very large gravity loads on both a short-term and long-term basis which cause quite large seismic internal forces. Therefore, these structures are vulnerable to seismic activities. As they are supported on vertical and/or batter piles, soil-pile interaction effects under ear... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895555 | oai_dc | Vibration of vehicle-bridge coupling system with measured correlated road surface roughness | Vibration of vehicle-bridge coupling system with measured correlated road surface roughness | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Wanshui Han(Chang’an University); Sujing Yuan(Southeast University); Lin Ma(Hohai University)"
] | The present study investigated the effect of the correlation of the measured road roughness profiles corresponding to the left and right wheels of a vehicle on the vibration of a vehicle-bridge couplingsystem. Four sets of road roughness profiles were measured by a laser road-testing vehicle. A correlationanalysis was ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001895557 | oai_dc | Accurate analytical solutions for nonlinear oscillators with discontinuous | Accurate analytical solutions for nonlinear oscillators with discontinuous | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mahdi Bayat(Islamic Azad University); Mahmoud Bayat(Islamic Azad University); Iman Pakar(Islamic Azad University)"
] | In this study, three approximate analytical methods have been proposed to prepare an accurate analytical solution for nonlinear oscillators with fractional potential. The basic idea of the approaches and their applications to nonlinear discontinuous equations have been completely presented and discussed. Some patterns ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992050 | oai_dc | A n-order refined theory for bending and free vibration of functionally graded beams | A n-order refined theory for bending and free vibration of functionally graded beams | {
"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); A. Tounsi(Université de Sidi Bel Abbes); E.A. 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_000070.xml | |||
ART001992067 | oai_dc | A new block assembly method for shipbuilding at sea | A new block assembly method for shipbuilding at sea | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bilin Zhang(Hyundai Heavy Industries (Shanghai) R & D Co., Ltd); 부승환(한국과학기술원); 김진균(한국기계연구원)"
] | In this paper, we introduce a new method for assembly of shipbuilding blocks at sea and present its feasibility focusing on structural safety. The core concept of this method is to assemble ship building blocks by use of bolting, gluing and welding techniques at sea without dock facilities. Due to its independence of d... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992075 | oai_dc | Random vibration analysis of train-slab track-bridge coupling system under earthquakes | Random vibration analysis of train-slab track-bridge coupling system under earthquakes | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Zhi-ping Zeng(Central South University); Xian-feng He(Central South University); Yan-gang Zhao(Central South University); Zhi-wu Yu(Central South University); Ling-kun Chen(Central South University); Wen-tao Xu(Central South University); Ping Lou(Central South University)"
] | This study aimed to investigate the random vibration characteristic of train-slab track-bridge interaction system subjected to both track irregularities and earthquakes by use of pseudo-excitation method (PEM). Each vehicle subsystem was modeled by multibody dynamics. A three-dimensional rail-slabgirder-pier finite ele... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992036 | oai_dc | Effect of pile group geometry on bearing capacity of piled raft foundations | Effect of pile group geometry on bearing capacity of piled raft foundations | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammed Y. Fattah(University of Technology); Mustafa A. Yousif(Al-Mustansiriya University); Sarmad M.K. Al-Tameemi(Al-Mustansiriya University)"
] | This is an experimental study to investigate the behaviour of piled raft system in different types of sandy soil. A small scale “prototype” model was tested in a sand box with load applied to the foundation through a compression jack and measured by means of load cell. The settlement was measured at the raft by means o... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992037 | oai_dc | Nonlinear large deflection buckling analysis of compression rod with different moduli | Nonlinear large deflection buckling analysis of compression rod with different moduli | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Wenjuan Yao(Shanghai University); Jianwei Ma(Shanghai University); Jinling Gao(Shanghai University); Yuanzhong Qiu(SEGOC)"
] | Many novel materials exhibit a property of different elastic moduli in tension and compression.
One such material is graphene, a wonder material, which has the highest strength yet measured.
Investigations on buckling problems for structures with different moduli are scarce. To address this new problem, firstly, the no... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992041 | oai_dc | Buckling analysis of functionally graded material grid systems | Buckling analysis of functionally graded material grid systems | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"K. Darılmaz(İstanbul Technical University); M. Gunhan Aksoylu(İstanbul Technical University); Yavuz Durgun(İstanbul Technical University)"
] | This paper aims to fill the technical gap on the elastic buckling behavior of functionally graded material (FGM) grid systems under inplane loads on which few research has been done. Material properties of an FG beam are assumed to vary smoothly in the thickness direction according to power and exponential laws. Based ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992057 | oai_dc | Biaxial creep property of ethylene tetrafluoroethylene (ETFE) foil | Biaxial creep property of ethylene tetrafluoroethylene (ETFE) foil | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yintang Li(Tongji University); Minger Wu(Tongji University)"
] | Ethylene tetrafluoroethylene (ETFE) foil is a novel structural material which has being used in shell and spatial structures. This paper studies biaxial creep property of ETFE foil by creep tests and numerical simulation. Biaxial creep tests of cruciform specimens were performed using three stress ratios, 1:1, 2:1 and ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992043 | oai_dc | Wind-induced vibration characteristics and parametric analysis of large hyperbolic cooling towers with different feature sizes | Wind-induced vibration characteristics and parametric analysis of large hyperbolic cooling towers with different feature sizes | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Shitang Ke(Nanjing University of Aeronautics and Astronautics); Yaojun Ge(Tongji University); Lin Zhao(Tongji University); Yukio Tamura(Tokyo Polytechnic University)"
] | For a systematic study on wind-induced vibration characteristics of large hyperbolic cooling towers with different feature sizes, the pressure measurement tests are finished on the rigid body models of three representative cooling towers with the height of 155 m, 177 m and 215 m respectively. Combining the refined freq... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992054 | oai_dc | Influence of polled direction on the stress distribution in piezoelectric materials | Influence of polled direction on the stress distribution in piezoelectric materials | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nihat İlhan(Yildiz Technical University); Nagihan Koç(Yildiz Technical University)"
] | In this paper, the influence of the polled direction of piezoelectric materials on the stress distribution is studied under time-harmonic dynamical load (time-harmonic Lamb’s problem). The system considered in this study consists of piezoelectric covering layer and piezoelectric half-plane, and the harmonic dynamical l... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992046 | oai_dc | Numerical and experimental study on dynamic response of moored spar-type scale platform for floating offshore wind turbine | Numerical and experimental study on dynamic response of moored spar-type scale platform for floating offshore wind turbine | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"E.Y. Choi(부산대학교); 조진래(부산대학교); Y.U. Cho(부산대학교); 정의봉(부산대학교); 이시복(부산대학교); 홍신표(부산대학교); 전호환(부산대학교)"
] | The dynamic response and the mooring line tension of a 1/75 scale model of spar-type platform for 2.5 MW floating offshore wind turbine subject to one-dimensional regular harmonic wave are investigated numerically and verified by experiment. The upper part of wind turbine which is composed of three rotor blades, hub an... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992064 | oai_dc | An analytical study on the nonlinear vibration of a doublewalled carbon nanotube | An analytical study on the nonlinear vibration of a doublewalled carbon nanotube | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ali Hajnayeb(Shahid Chamran University of Ahvaz); S.E. Khadem(Tarbiat Modares University)"
] | In this paper, free vibrations of a clamped-clamped double-walled carbon nanotube (DWNT) under axial force is studied. By utilizing Euler–Bernoulli beam theory, each layer of DWNT is modeled as a beam. In this analysis, nonlinear form of interlayer van der Waals (vdW) forces and nonlinearities aroused from mid-plane st... | 토목공학 | null | kci_detailed_000070.xml | |||
ART001992052 | oai_dc | Walking load model for single footfall trace in three dimensions based on gait experiment | Walking load model for single footfall trace in three dimensions based on gait experiment | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yixin Peng(Tongji University); Jun Chen(Tongji University); Guo Ding(Tongji University)"
] | This paper investigates the load model for single footfall trace of human walking. A large amount of single person walking load tests were conducted using the three-dimensional gait analysis system.
Based on the experimental data, Fourier series functions were adopted to model single footfall trace in three directions,... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145307 | oai_dc | Girder distribution factors for steel bridges subjected to permit truck or super load | Girder distribution factors for steel bridges subjected to permit truck or super load | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sami W. Tabsh(American University of Sharjah); Muna M. Mitchell(Walter P Moore)"
] | There are constraints on truck weight, axle configurations and size imposed by departments of transportation around the globe due to structural capacity limitations of highway pavements and bridges. In spite of that, freight movers demand some vehicles that surpass the maximum size and legal weight limits to use the tr... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145302 | oai_dc | Moving load response on the stresses produced in an irregular microstretch substrate | Moving load response on the stresses produced in an irregular microstretch substrate | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tanupreet Kaur(Thapar University); Satish Kumar Sharma(Thapar University); Abhishek Kumar Singh(Indian School of Mines); Mriganka Shekhar Chaki(Indian School of Mines)"
] | The present article is aimed at an investigation of stresses produced in a microstretch elastic halfspace due to a moving load. The expressions of normal stress, shear stress and tangential couple stress produced in this case have been obtained in closed form. To find the displacement fields the perturbation method is ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145305 | oai_dc | Polypropylene fiber reinforced concrete plates under fluid impact. Part II: modeling and simulation | Polypropylene fiber reinforced concrete plates under fluid impact. Part II: modeling and simulation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hasan Korucu(1Turkish Armed Forces Headquarters)"
] | Fluid impact tests on plates containing mesh reinforcement and polypropylene fibers were modeled and simulated using explicit finite element analysis software, LS-DYNA. The scabbing dimensions obtained by the experiments and the simulations were compared and crack formations were matched. The objective was to test the ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145304 | oai_dc | Polypropylene fiber reinforced concrete plates under fluid impact. Part I: experiments | Polypropylene fiber reinforced concrete plates under fluid impact. Part I: experiments | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hasan Korucu(1Turkish Armed Forces Headquarters)"
] | Static loading and fluid impact tests on plates containing mesh reinforcement and polypropylene fibers in ratios of 0 to 3% by volume were performed. The objective was to observe the effect of fluid mass on the total impulse that caused the impact event and the influence of fiber amount on the impact resistance, and to... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145308 | oai_dc | Experimental and numerical study on innovative seismic T-Resisting Frame (TRF) | Experimental and numerical study on innovative seismic T-Resisting Frame (TRF) | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Payam Ashtari(University of Zanjan); Helia Barzegar Sedigh(Imam Khomeini International University); Farzaneh Hamedi(Imam Khomeini International University)"
] | In common structural systems, there are some limitations to provide adequate lateral stiffness, high ductility, and architectural openings simultaneously. Consequently, the concept of T-Resisting Frame (TRF) has been introduced to improve the performance of structures. In this study, Configuration of TRF is a Vertical ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145309 | oai_dc | Investigation of buckling behavior of functionally graded piezoelectric (FGP) rectangular plates under open and closed circuit conditions | Investigation of buckling behavior of functionally graded piezoelectric (FGP) rectangular plates under open and closed circuit conditions | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M.A. Ghasemabadian(Ferdowsi University of Mashhad); M. Kadkhodayan(Ferdowsi University of Mashhad)"
] | In this article, based on the higher-order shear deformation plate theory, buckling analysis of a rectangular plate made of functionally graded piezoelectric materials and its effective parameters are investigated. Assuming the transverse distribution of electric potential to be a combination of a parabolic and a linea... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145311 | oai_dc | Time-dependent bond transfer length under pure tension in one way slabs | Time-dependent bond transfer length under pure tension in one way slabs | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Behnam Vakhshouri(University of Technology Sydney (UTS))"
] | In a concrete member under pure tension, the stress in concrete is uniformly distributed over the whole concrete section. It is supposed that a local bond failure occurs at each crack, and there is a relative slip between steel and surrounding concrete. The compatibility of deformation between the concrete and reinforc... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145313 | oai_dc | On thermal stability of plates with functionally graded coefficient of thermal expansion | On thermal stability of plates with functionally graded coefficient of thermal expansion | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Abdelmoumen Anis Bousahla(Centre Universitaire de Relizane); Samir Benyoucef(Université de Sidi Bel Abbés); Abdelouahed Tounsi(Université de Sidi Bel Abbés); S.R. Mahmoud(King Abdulaziz University)"
] | In this article, a four-variable refined plate theory is presented for buckling analysis of functionally graded plates subjected to uniform, linear and non-linear temperature rises across the thickness direction. The theory accounts for parabolic distribution of the transverse shear strains, and satisfies the zero trac... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145303 | oai_dc | Experimental study on wave forces to offshore support structures | Experimental study on wave forces to offshore support structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Youn-Ju Jeong(Korea Institute of Civil Engineering and Building Technology); Min-Su Park(Korea Institute of Civil Engineering and Building Technology); Young-Jun You(Korea Institute of Civil Engineering and Building Technology)"
] | In this study, wave force tests were carried out for the four types of offshore support structures with scale factor 1:25 and wave forces to the support structure shapes were investigated. As the results of this study, it was found that, as the wave period increased at the normal wave condition, wave force decreased fo... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145317 | oai_dc | Deformation of a rectangular plate with an arbitrarily located circular hole under in-plane pure shear loading | Deformation of a rectangular plate with an arbitrarily located circular hole under in-plane pure shear loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yeong-Bin Yang(National Taiwan University); Jae-Hoon Kang(Chung-Ang University)"
] | Exact solutions for stresses, strains, displacements, and the stress concentration factors of a rectangular plate perforated by an arbitrarily located circular hole subjected to in-plane pure shear loading are investigated by two-dimensional theory of elasticity using the Airy stress function. The hoop stresses, strain... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002145314 | oai_dc | Assessment of steel components and reinforced concrete structures under steam explosion conditions | Assessment of steel components and reinforced concrete structures under steam explosion conditions | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"김승현(경희대학교); 장윤석(경희대학교); 조용진(한국원자력안전기술원)"
] | Even though extensive researches have been performed for steam explosion due to their complex mechanisms and inherent uncertainties, establishment of severe accident management guidelines and strategies is one of state-of-the arts in nuclear industry. The goal of this research is primarily to examine effects of vessel ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046621 | oai_dc | Intermediate crack-induced debonding analysis for RC beams strengthened with FRP plates | Intermediate crack-induced debonding analysis for RC beams strengthened with FRP plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Peelak Wantanasiri(Chulalongkorn University); Akhrawat Lenwari(Chulalongkorn University)"
] | This paper presents the analysis of intermediate crack-induced (IC) debonding failure loads for reinforced concrete (RC) beams strengthened with adhesively-bonded fiber-reinforced polymer (FRP) plates or sheets. The analysis consists of the energy release and simple ACI methods. In the energy release method, a fracture... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046616 | oai_dc | High-order, closely-spaced modal parameter estimation using wavelet analysis | High-order, closely-spaced modal parameter estimation using wavelet analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Thai-Hoa Le(Northeastern University); Luca Caracoglia(Northeastern University)"
] | This study examines the wavelet transform for output-only system identification of ambient excited engineering structures with emphasis on its utilization for modal parameter estimation of high-order and closely-spaced modes. Sophisticated time-frequency resolution analysis has been carried out by employing the modifie... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046619 | oai_dc | Brief and accurate analytical approximations to nonlinear static response of curled cantilever micro beams | Brief and accurate analytical approximations to nonlinear static response of curled cantilever micro beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Youhong Sun(Jilin University); Yongping Yu(Jilin University); Baochang Liu(Jilin University)"
] | In this paper, the nonlinear static response of curled cantilever beam actuators subjected to the one-sided electrostatic field is focused on. By assuming the deflection function of electrostatically actuated beam, analytical approximate solutions are established via using Galerkin method to solve the equilibrium equat... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046613 | oai_dc | Springback FE modeling of titanium alloy tubes bending using various hardening models | Springback FE modeling of titanium alloy tubes bending using various hardening models | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mehdi Shahabi(Shiraz University); Ali Nayebi(Shiraz University)"
] | In this study, effect of various material hardening models based on Holloman’s isotropic, Ziegler’s linear kinematic, non-linear kinematic and mixture of the isotropic and nonlinear kinematic hardening laws on springback prediction of titanium alloy (Ti-3Al-2.5V) in a tube rotary draw bending (RDB) process was investig... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046622 | oai_dc | Generalized Rayleigh wave propagation in a covered half-space with liquid upper layer | Generalized Rayleigh wave propagation in a covered half-space with liquid upper layer | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Masoud Negin(Istanbul Technical University)"
] | Propagation of the generalized Rayleigh waves in an initially stressed elastic half-space covered by an elastic layer is investigated. It is assumed that the initial stresses are caused by the uniformly distributed normal compressional forces acting on the face surface of the covering layer. Two different cases where t... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046614 | oai_dc | Structural system simulation and control via NN based fuzzy model | Structural system simulation and control via NN based fuzzy model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Pei-Wei Tsai(Fujain University of Technology); T. Hayat(Quaid-I-Azam University); B. Ahmad(King Abdulaziz University); Cheng-Wu Chen(National Kaohsiung Marine University)"
] | This paper deals with the problem of the global stabilization for a class of tension leg platform (TLP) nonlinear control systems. It is well known that, in general, the global asymptotic stability of the TLP subsystems does not imply the global asymptotic stability of the composite closed-loop system. Finding system p... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046615 | oai_dc | Multi-swarm fruit fly optimization algorithm for structural damage identification | Multi-swarm fruit fly optimization algorithm for structural damage identification | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S. Li(Sun Yat-sen University); Z. R. Lu(Sun Yat-sen University)"
] | In this paper, the Multi-Swarm Fruit Fly Optimization Algorithm (MFOA) is presented for structural damage identification using the first several natural frequencies and mode shapes. We assume damage only leads to the decrease of element stiffness. The differences on natural frequencies and mode shapes of damaged and in... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046618 | oai_dc | Behavior of wall panels in industrial buildings caused by differential settlements | Behavior of wall panels in industrial buildings caused by differential settlements | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Suyai Fernández(National University of Comahue); Rossana C. Jaca(National University of Comahue); Luis A. Godoy(National University of Córdoba)"
] | This paper presents the analysis of mechanical behavior of metal wall panels of storehouses and industrial buildings subjected to differential settlements. The storehouses considered are representative of those used in the agricultural activity. A small-scale model was built and tested in order to have evidence of the ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046610 | oai_dc | Disturbance due to internal heat source in thermoelastic solid using dual phase lag model | Disturbance due to internal heat source in thermoelastic solid using dual phase lag model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Praveen Ailawalia(MM University); Amit Singla(IK Gujral Punjab Technical University)"
] | The dual-phase lag heat transfer model is employed to study the problem of isotropic generalized thermoelastic medium with internal heat source. The normal mode analysis is used to obtain the exact expressions for displacement components, force stress and temperature distribution. The variations of the considered varia... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002046611 | oai_dc | Bolted joints for single-layer structures: numerical analysis of the bending behaviour | Bolted joints for single-layer structures: numerical analysis of the bending behaviour | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Lopez- Arancibia(Tecnun (University of Navarra)); A.M. Altuna-Zugasti(Tecnun (University of Navarra)); H. Aizpurua Aldasoro(Technische Universität Carolo-Wilhelmina Braunschw); A. Pradera-Mallabiabarrena(Tecnun (University of Navarra))"
] | This paper deals with a new designed joint system for single-layer spatial structures. As the stability of these structures is greatly influenced by the joint behaviour, the aim of this paper is the characterization of the joint response in bending through Finite Element Method (FEM) analysis using ABAQUS. The behaviou... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040968 | oai_dc | Evaluating the spread plasticity model of IDARC for inelastic analysis of reinforced concrete frames | Evaluating the spread plasticity model of IDARC for inelastic analysis of reinforced concrete frames | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mehdi Izadpanah(Department of Civil Engineering, University of Kurdistan); AliReza Habibi(Department of Civil Engineering, University of Kurdistan)"
] | There are two types of nonlinear analysis methods for building frameworks depending on the method of modeling the plastification of members including lumped plasticity and distributed plasticity. The lumped plasticity method assumes that plasticity is concentrated at a zero-length plastic hinge section at the ends of t... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040970 | oai_dc | A fuzzy residual strength based fatigue life prediction method | A fuzzy residual strength based fatigue life prediction method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yi Zhang(School of Civil & Environmental Engineering, Nanyang Technological University)"
] | The fatigue damage problems are frequently encountered in the design of civil engineering structures. A realistic and accurate fatigue life prediction is quite essential to ensure the safety of engineering design. However, constructing a reliable fatigue life prediction model can be quite challenging. The use of tradit... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040967 | oai_dc | Effects of mixed contents of carbon nanoreinforcements on the impact resistance of epoxy-based nanocomposites | Effects of mixed contents of carbon nanoreinforcements on the impact resistance of epoxy-based nanocomposites | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M.R. Ayatollahi(Iran University of Science and Technology); A.R. Naeemi(Iran University of Science and Technology); E. Alishahi(Iran University of Science and Technology)"
] | The impact behavior of epoxy-based nanocomposites reinforced with carbon nano tube (CNT), carbon nano fiber (CNF) and mixed contents of these nanoparticles was investigated using Izod impact test.
The results showed that while the impact strength of nanocomposites containing 1 wt% of CNT and 1 wt% of CNF increased 19% ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040972 | oai_dc | Theoretical analysis of simply supported channel girder bridges | Theoretical analysis of simply supported channel girder bridges | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hong-Song Hu(Disaster Prevention Research Institute (DPRI), Kyoto University); Jian-Guo Nie(Department of Civil Engineering, Tsinghua University); Yu-Hang Wang(School of Civil Engineering, Chongqing University)"
] | Channel girder bridges that consist of a deck slab and two side beams are good choices for railway bridges and urban rail transit bridges when the vertical clearance beneath the bridge is restricted. In this study, the behavior of simply supported channel girder bridges was theoretical studied based on the theory of el... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040969 | oai_dc | Experimental and numerical investigation of walls strengthened with fiber plaster | Experimental and numerical investigation of walls strengthened with fiber plaster | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hakan Basaran(Department of Civil Engineering, Celal Bayar University); Ali Demir(Department of Civil Engineering, Celal Bayar University); Muhiddin Bagcı(Department of Civil Engineering, Celal Bayar University); Sefa Ergun(Department of Civil Engineering, Celal Bayar University)"
] | The topic of this study is to investigate behaviors of masonry walls strengthened with reinforced fiber plaster under diagonal tensile loads. Full blend brick 100×50×30 mm in dimensions were used to make masonry walls with dimensions of 400×400×100 mm. Three different samples were manufactured by plastering masonry wal... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040975 | oai_dc | Influence of wind disturbance on smart stiffness identification of building structure using limited micro-tremor observation | Influence of wind disturbance on smart stiffness identification of building structure using limited micro-tremor observation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ryuji Koyama(Department of Architecture and Architectural Engineering, Kyoto University); Kohei Fujita(Department of Architecture and Architectural Engineering, Kyoto University); Izuru Takewaki(Department of Architecture and Architectural Engineering, Kyoto University)"
] | While most of researches on system identification of building structures are aimed at finding modal parameters first and identifying the corresponding physical parameters by using the transformation in terms of transfer functions and cross spectra, etc., direct physical parameter system identification methods have been... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040976 | oai_dc | Minimum shear reinforcement ratio of prestressed concrete members for safe design | Minimum shear reinforcement ratio of prestressed concrete members for safe design | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"박민국(서울대학교); 이득행(서울시립대학교); 주현진(서울대학교); 황진하(서울대학교); 최승호(서울대학교); 김강수(서울시립대학교)"
] | Design codes have specified the minimum shear reinforcement requirement for reinforced concrete (RC) and prestressed concrete (PSC) members to prevent brittle and premature shear failure. They are, however, very different from one another, and particularly, ACI318 code allows the required minimum shear reinforcement to... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040973 | oai_dc | Correlation between chloride-induced corrosion initiation and time to cover cracking in RC Structures | Correlation between chloride-induced corrosion initiation and time to cover cracking in RC Structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Seyed Abbas Hosseini(University of Sistan and Baluchestan); Naser Shabakhty(University of Sistan and Baluchestan); Seyed Saeed Mahini(The University of New England)"
] | Numerical value of correlation between effective parameters in the strength of a structure is as important as its stochastic properties in determining the safety of the structure. In this article investigation is made about the variation of coefficient of correlation between effective parameters in corrosion initiation... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040971 | oai_dc | A nonlocal quasi-3D trigonometric plate model for free vibration behaviour of micro/nanoscale plates | A nonlocal quasi-3D trigonometric plate model for free vibration behaviour of micro/nanoscale plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Aicha Bessaim(Université de Sidi Bel Abbes); Mohammed Sid Ahmed Houan(Université de Sidi Bel Abbes); Fabrice Bernard(Université Européenne de Bretagne); Abdelouahed Tounsi(Université de Sidi Bel Abbes)"
] | In this work, a nonlocal quasi-3D trigonometric plate theory for micro/nanoscale plates is proposed. In order to introduce the size influences, the Eringen’s nonlocal elasticity theory is utilized. In addition, the theory considers both shear deformation and thickness stretching effects by a trigonometric variation of ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002040974 | oai_dc | Investigation of bond-slip modeling methods used in FE analysis of RC members | Investigation of bond-slip modeling methods used in FE analysis of RC members | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Serhat Demir(Department of Civil Engineering, Karadeniz Technical University); Metin Husem(Department of Civil Engineering, Karadeniz Technical University)"
] | Adherence between reinforcement and the surrounding concrete is usually ignored in finite element analysis (FEA) of reinforced concrete (RC) members. However, load transition between the reinforcement and surrounding concrete effects RC members’ behavior a great deal. In this study, the effects of bond-slip on the FEA ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134022 | oai_dc | Diagonal bracing of steel frames with multi-cable arrangements | Diagonal bracing of steel frames with multi-cable arrangements | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Metin Husem(Karadeniz Technical University); Serhat Demir(Karadeniz Technical University); Hong G. Park(Seoul National University); Suleyman I. Cosgun(Karadeniz Technical University)"
] | A large number of structure in the world were build with poor seismic details, with or without any lateral load resisting system like concentrically braced frames and steel plate shear walls. These structures can reveal deteriorating hysteretic behaviors with stiffness and strength degradation. Therefore, seismic retro... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002133999 | oai_dc | Dispersion of shear wave in a pre-stressed hetrogeneous orthotropic layer over a pre-stressed anisotropic porous half-space with self-weight | Dispersion of shear wave in a pre-stressed hetrogeneous orthotropic layer over a pre-stressed anisotropic porous half-space with self-weight | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Rajneesh Kakar(163, Phase-1, Chotti Baradari Garah Road); Shikha Kakar(SBBS University)"
] | The purpose of this study is to illustrate the propagation of the shear waves (SH-waves) in a prestressed hetrogeneous orthotropic media overlying a pre-stressed anisotropic porous half-space with self weight. It is considered that the compressive initial stress, mass density and moduli of rigidity of the upper layer a... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134000 | oai_dc | Displacement and force control of complex element structures by Matrix Condensation | Displacement and force control of complex element structures by Matrix Condensation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Najmadeen M. Saeed (University of Raparin); Alan S.K. Kwan(Cardiff University)"
] | A direct and relatively simple method for controlling nodal displacements and/or internal bar forces has been developed for prestressable structural assemblies including complex elements (“macroelements”, e.g., the pantographic element), involving Matrix Condensation, in which structural matrices being built up from ma... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134007 | oai_dc | A dynamic foundation model for the analysis of plates on foundation to a moving oscillator | A dynamic foundation model for the analysis of plates on foundation to a moving oscillator | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Phuoc T. Nguyen(Ho Chi Minh City Open University); Trung D. Pham(Quang Trung University); Hoa P. Hoang(The University of Danang)"
] | This paper proposes a new foundation model called “Dynamic foundation model” for the dynamic analysis of plates on foundation subjected to a moving oscillator. This model includes a linear elastic spring, shear layer, viscous damping and the special effects of mass density parameters of foundation during vibration. By ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134021 | oai_dc | Structural behavior of cable-stayed bridges after cable failure | Structural behavior of cable-stayed bridges after cable failure | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Seungjun Kim(Daejeon University); Young Jong Kang(Korea University)"
] | This paper investigates the change of structural characteristics of steel cable-stayed bridges after cable failure. Cables, considered as the intermediate supports of cable-stayed bridges, can break or fail for several reasons, such as fire, direct vehicle clash accident, extreme weather conditions, and fatigue of cabl... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134018 | oai_dc | Free vibration and buckling analysis of the impacted hybrid composite beams | Free vibration and buckling analysis of the impacted hybrid composite beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Emin Ergun(Pamukkale University); Yasin Yilmaz (Pamukkale University); Hasan Çallioğlu(Pamukkale University)"
] | The aim of this experimental study is to investigate the free vibration and buckling behaviors of hybrid composite beams having different span lengths and orientation angles subjected to different impact energy levels. The impact energies are applied in range from 10 J to 30 J. Free vibration and buckling behaviors of ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134019 | oai_dc | Problem-dependent cubic linked interpolation for Mindlin plate four-node quadrilateral finite elements | Problem-dependent cubic linked interpolation for Mindlin plate four-node quadrilateral finite elements | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Dragan Ribarić(University of Rijeka)"
] | We employ the so-called problem-dependent linked interpolation concept to develop two cubic 4-node quadrilateral plate finite elements with 12 external degrees of freedom that pass the constant bending patch test for arbitrary node positions of which the second element has five additional internal degrees of freedom to... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134016 | oai_dc | Structural identification based on incomplete measurements with iterative Kalman filter | Structural identification based on incomplete measurements with iterative Kalman filter | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yong Ding(Harbin Institute of Technology); Lina Guo(Southeast University)"
] | Structural parameter evaluation and external force estimation are two important parts of structural health monitoring. But the structural parameter identification with limited input information is still a challenging problem. A new simultaneous identification method in time domain is proposed in this study to identify ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134023 | oai_dc | Effects of deformation of elastic constraints on free vibration characteristics of cantilever Bernoulli-Euler beams | Effects of deformation of elastic constraints on free vibration characteristics of cantilever Bernoulli-Euler beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tong Wang(Shanghai Normal University); Tao He(Shanghai Normal University); Hongjing Li(University of Birmingham)"
] | Elastic constraints are usually simplified as “spring forces” exerted on beam ends without considering the “spring deformation”. The partial differential equation governing the free vibrations of a cantilever Bernoulli-Euler beam considering the deformation of elastic constraints is firstly established, and is nondimen... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002134005 | oai_dc | A numerical and experimental approach for optimal structural section design of offshore aluminium helidecks | A numerical and experimental approach for optimal structural section design of offshore aluminium helidecks | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"서정관(부산대학교); 박대겸(부산대학교 선박해양플랜트기술연구원); 조성우(부산대학교); 박주신(삼성중공업 구조연구소); 구정본(삼성중공업); 하영수(삼성중공업); 장기복(삼성중공업 조선프랜트연구소)"
] | Helicopters are essential for supporting offshore oil and gas activities around the world. To ensure accessibility for helicopters, helideck structures must satisfy the safety requirements associated with various environmental and accidental loads. Recently, offshore helideck structures have used aluminium because of i... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113703 | oai_dc | Analysis of the adhesive damage for different patch shapes in bonded composite repair of corroded aluminum plate | Analysis of the adhesive damage for different patch shapes in bonded composite repair of corroded aluminum plate | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Berrahou Mohamed(University of Sidi Bel Abbes); B. Bachir Bouiadjra(University of Sidi Bel Abbes)"
] | Many military and commercial aging aircrafts flying beyond their design life may experience severe crack and corrosion damage, and thus lead to catastrophic failures. In this paper, were used in a finite element model to evaluate the effect of corrosion on the adhesive damage in bonded composite repair of aircraft stru... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113705 | oai_dc | Nonlinear higher order Reddy theory for temperature- dependent vibration and instability of embedded functionally graded pipes conveying fluid-nanoparticle mixture | Nonlinear higher order Reddy theory for temperature- dependent vibration and instability of embedded functionally graded pipes conveying fluid-nanoparticle mixture | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M. Raminnea(University of Tabriz); H. Biglari(University of Tabriz); F. Vakili Tahami(University of Tabriz)"
] | This paper addresses temperature-dependent nonlinear vibration and instability of embedded functionally graded (FG) pipes conveying viscous fluid-nanoparticle mixture. The surrounding elastic medium is modeled by temperature-dependent orthotropic Pasternak medium. Reddy third-order shear deformation theory (RSDT) of cy... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113699 | oai_dc | Coupled solid and fluid mechanics simulation for estimating optimum injection pressure during reservoir CO2-EOR | Coupled solid and fluid mechanics simulation for estimating optimum injection pressure during reservoir CO2-EOR | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ayub Elyasi(Tarbiat Modares University); Kamran Goshtasbi(Tarbiat Modares University); Hamid Hashemolhosseini(Isfahan University of Technology); Sharif Barati(Shahrood University of technology)"
] | Reservoir geomechanics can play an important role in hydrocarbon recovery mechanism. In CO2-EOR process, reservoir geomechanics analysis is concerned with the simultaneous study of fluid flow and the mechanical response of the reservoir under CO2 injection. Accurate prediction of geomechanical effects during CO2 inject... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113701 | oai_dc | Elastic analysis effect of adhesive layer characteristics in steel beam strengthened with a fiber-reinforced polymer plates | Elastic analysis effect of adhesive layer characteristics in steel beam strengthened with a fiber-reinforced polymer plates | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tahar Hassaine Daouadji(Université Ibn Khaldoun Tiaret); Lazreg Hadji(Université Ibn Khaldoun Tiaret); Mohamed Ait Amar Meziane(Université Ibn Khaldoun Tiaret); Hadj Bekki(Université Ibn Khaldoun Tiaret)"
] | In this paper, the problem of interfacial stresses in steel beams strengthened with a fiber reinforced polymer plates is analyzed using linear elastic theory. The analysis is based on the deformation compatibility approach developed by Tounsi (2006) where both the shear and normal stresses are assumed to be invariant a... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113702 | oai_dc | Exact analysis of bi-directional functionally graded beams with arbitrary boundary conditions via the symplectic approach | Exact analysis of bi-directional functionally graded beams with arbitrary boundary conditions via the symplectic approach | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Li Zhao(Ningbo University of Technology); Jun Zhu(Zhejiang University of Technology); Xiao D. Wen(Yunnan Minzu University)"
] | Elasticity solutions for bi-directional functionally graded beams subjected to arbitrary lateral loads are conducted, with emphasis on the end effects. The material is considered macroscopically isotropic, with Young’s modulus varying exponentially in both axial and thickness directions, while Poisson’s ratio remaining... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113700 | oai_dc | Progressive collapse analysis of steel building considering effects of infill panels | Progressive collapse analysis of steel building considering effects of infill panels | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammad Abbasi Zoghi(K.N. Toosi University of Technology); Masoud Mirtaheri(K.N. Toosi University of Technology)"
] | Simplifier assumptions which are used in numerical studies of progressive collapse phenomenon in structures indicate inconsistency between the numerical and experimental full-scale results. Neglecting the effects of infill panels and two-dimensional simulation are some of these assumptions. In this study, an existing s... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113697 | oai_dc | Nonlinear vibration analysis of a type of tapered cantilever beams by using an analytical approximate method | Nonlinear vibration analysis of a type of tapered cantilever beams by using an analytical approximate method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Weipeng Sun(Jilin University); Youhong Sun(Jilin University); Yongping Yu(Jilin University); Shaopeng Zheng(Jilin University)"
] | In this paper, an alternative analytical method is presented to evaluate the nonlinear vibration behavior of single and double tapered cantilever beams. The admissible lateral displacement function satisfying the geometric boundary conditions of a single or double tapered cantilever beam is derived by using Rayleigh-Ri... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113704 | oai_dc | Experimental investigation on self-compacting concrete reinforced with steel fibers | Experimental investigation on self-compacting concrete reinforced with steel fibers | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Orod Zarrin(Eastern Mediterranean University); Hamid Reza Khoshnoud(Islamic Azad University)"
] | Self-Compacting Concrete (SCC) has been originally developed in Japan to offset a growing shortage of skilled labors, is a highly workable concrete, which is not needed to any vibration or impact during casting. The utilizing of fibers in SCC improves the mechanical properties and durability of hardened concrete such a... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113707 | oai_dc | Operational modal analysis of structures by stochastic subspace identification with a delay index | Operational modal analysis of structures by stochastic subspace identification with a delay index | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Dan Li(Hefei University of Technology); Wei-Xin Ren(Hefei University of Technology); Yi-Ding Hu(Wuyi University); Dong Yang(Hefei University of Technology)"
] | Practical ambient excitations of engineering structures usually do not comply with the stationary-white-noise assumption in traditional operational modal analysis methods due to heavy traffic, wind guests, and other disturbances. In order to eliminate spurious modes induced by non-white noise inputs, the improved stoch... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002113698 | oai_dc | Structural redundancy of 3D RC frames under seismic excitations | Structural redundancy of 3D RC frames under seismic excitations | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ali Massumi(Kharazmi University); Ramin Mohammadi(Kharazmi University)"
] | The components of the seismic behavior factor of RC frames are expected to change as structural redundancy increases. Most researches indicate that increasing redundancy is desirable in response to stochastic events such as earthquake loading. The present paper investigated the effect of redundancy on a fixed plan for ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002114937 | oai_dc | Retrofitting of steel pile-abutment connections of integral bridges using CFRP | Retrofitting of steel pile-abutment connections of integral bridges using CFRP | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Seyed Saeed Mirrezaei(University of Tabriz); Majid Barghian(University of Tabriz); Hossein Ghaffarzadeh(University of Tabriz); Masood Farzam(University of Tabriz)"
] | Integral bridges are typically designed with flexible foundations that include one row of piles. The construction of integral bridges solves difficulties due to the maintenance of expansion joints and bearings during serviceability. It causes integral bridges to become more economic comparing with conventional bridges.... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002114942 | oai_dc | Fracture behavior of fly ash concrete containing silica fume | Fracture behavior of fly ash concrete containing silica fume | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Peng Zhang(Zhengzhou University); Ji-Xiang Gao(Zhengzhou University); Xiao-Bing Dai(Zhengzhou University); Tian-Hang Zhang(Zhengzhou University); Juan Wang(Zhengzhou University)"
] | Effect of silica fume on fresh properties, compressive strength at 28 days and fracture behavior of fly ash concrete composite were studied in this paper. Test results indicated that the fluidity and flowability of fly ash concrete composites decreased and fly ash concrete composite are more cohesive and appear to be s... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002114941 | oai_dc | Transient response analysis of tapered FRP poles with flexible joints by an efficient one-dimensional FE model | Transient response analysis of tapered FRP poles with flexible joints by an efficient one-dimensional FE model | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Behnam Saboori(Iran University of Science and Technology); Seyed Mohammad Reza Khalili(Kingston University)"
] | This research develops a finite element code for the transient dynamic analysis of tapered fiber reinforced polymer (FRP) poles with hollow circular cross-section and flexible joints used in power transmission lines. The FRP poles are modeled by tapered beam elements and their flexible joints by a rotational spring. To... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002114972 | oai_dc | Effect of pre-stressed cable on pre-stressed mega-braced steel frame | Effect of pre-stressed cable on pre-stressed mega-braced steel frame | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tang Baijian(Jiangsu University of Science and Technology); Zhang Fuxing(Jiangsu University of Science and Technology); Wang Yi(Jiangsu University of Science and Technology); Wang Fei(Jiangsu University of Science and Technology)"
] | This study addresses the effect of pre-stressed cables on a pre-stressed mega-braced steel frame through employing static analysis and pushover analysis. The performances of a pre-stressed mega-braced steel frame and a pure steel frame without mega-braces are compared in terms of base shear, ductility, and failure mode... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002114945 | oai_dc | Seismic performance evaluation of mid-rise shear walls: experiments and analysis | Seismic performance evaluation of mid-rise shear walls: experiments and analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Y.M. Parulekar(Bhabha Atomic Research Centre); G.R. Reddy(Bhabha Atomic Research Centre); R.K. Singh(Bhabha Atomic Research Centre); N. Gopalkrishnan(Structural Engineering Research Centre); G.V. Ramarao(Structural Engineering Research Centre)"
] | Seismic performance evaluation of shear wall is essential as it is the major lateral load resisting member of a structure. The ultimate load and ultimate drift of the shear wall are the two most important parameters which need to be assessed experimentally and verified analytically. This paper comprises the results of ... | 토목공학 | null | kci_detailed_000070.xml | |||
ART002114944 | oai_dc | Study of ground vibration induced by high-speed trains moving on multi-span bridges | Study of ground vibration induced by high-speed trains moving on multi-span bridges | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S.H. Ju(National Cheng-Kung University)"
] | This paper investigates the ground vibration induced by high-speed trains moving on multi-span continuous bridges. The dynamic impact factor of multi-span continuous bridges under trainloads was first determined in the parametric study, which shows that the dynamic impact factor will be large when the first bridge vert... | 토목공학 | null | kci_detailed_000070.xml |
Subsets and Splits
No community queries yet
The top public SQL queries from the community will appear here once available.