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ART001961587 | oai_dc | Dynamic response of non-uniform Timoshenko beams made of axially FGM subjected to multiple moving point loads | Dynamic response of non-uniform Timoshenko beams made of axially FGM subjected to multiple moving point loads | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Buntara S. Gan(Nihon University); Thanh-Huong Trinh(Nihon University); Thi-Ha Le(Hanoi University of Transport and Communications); Dinh-Kien Nguyen(Vietnam Academy of Science and Technology)"
] | This paper presents a finite element procedure for dynamic analysis of non-uniform Timoshenko beams made of axially Functionally Graded Material (FGM) under multiple moving point loads. The material properties are assumed to vary continuously in the longitudinal direction according to a predefined power law equation. A... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001961586 | oai_dc | Analysis of material dependency in an elastic - plastic contact models using contact mechanics approach | Analysis of material dependency in an elastic - plastic contact models using contact mechanics approach | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"V.C. Sathish Gandhi(University College of Engineering Ariyalur); R. Kumaravelan(Velalar College of Engineering and Technology); S. Ramesh(el Tech High Tech Dr.Rangarajan Dr.Sakunthala Engineering College); K. Sriram(Amrita School of Engineering)"
] | The study aims on the effect of material dependency in elastic- plastic contact models by contact analysis of sphere and flat contact model and wheel rail contact model by considering the material propertieswithout friction. The various materials are selected for the analysis based on Young‟s modulus and yield strength... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001961589 | oai_dc | Influence of the presence of defects on the stresses shear distribution in the adhesive layer for the single-lap bonded joint | Influence of the presence of defects on the stresses shear distribution in the adhesive layer for the single-lap bonded joint | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Aicha Benchiha(University of Sidi Bel Abbes); Kouider Madani(University of Sidi Bel Abbes)"
] | In this study, the finite element method was used to analyze the distribution of the adhesive shear stresses in the single-lap bonded joint of two plates 2024-T3 aluminum with and without defects. The effects of the adhesive properties (shear modulus, the thickness and the length of the adhesive were highlighted. The r... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001961590 | oai_dc | Modelling of tension-stiffening in bending RC elements based on equivalent stiffness of the rebar | Modelling of tension-stiffening in bending RC elements based on equivalent stiffness of the rebar | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Lluis Torres(University of Girona); Cristina Barris(University of Girona); Gintaris Kaklauskas(Vilnius Gediminas Technical University); Viktor Gribniak(Vilnius Gediminas Technical University)"
] | The contribution of tensioned concrete between cracks (tension-stiffening) cannot be ignoredwhen analysing deformation of reinforced concrete elements. The tension-stiffening effect is crucial when itcomes to adequately estimating the load-deformation response of steel reinforced concrete and the morerecently appeared ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001961579 | oai_dc | Fatigue performance of deepwater SCR under short-term VIV considering various S-N curves | Fatigue performance of deepwater SCR under short-term VIV considering various S-N curves | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"D.K. Kim(Universiti Teknologi PETRONAS); 최한석(포항공과대학교); C.S. Shin(Pohang University of Science and Technology); M.S. Liew(Universiti Teknologi PETRONAS); 유수영(부산대학교); K.S. Park(POSCO)"
] | In this study, a method for fatigue performance estimation of deepwater steel catenary riser (SCR) under short-term vortex-induced vibration was investigated for selected S-N curves. General tendency between S-N curve capacity and fatigue performance was analysed. SCRs are generally used to transport produced oil and g... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001961583 | oai_dc | Creep behaviour of normal- and high-strength self-compacting concrete | Creep behaviour of normal- and high-strength self-compacting concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Farhad Aslani(University of New South Wales)"
] | Realistic prediction of concrete creep is of crucial importance for durability and long-term serviceability of concrete structures. To date, research about the behaviour of self-compacting concrete (SCC) members, especially concerning the long-term performance, is rather limited. SCC is quite different from conventiona... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882588 | oai_dc | The use of topology optimization in the design of truss and frame bridge girders | The use of topology optimization in the design of truss and frame bridge girders | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ryszard Kutyłowski(Wrocław University of Technology); Bartosz Rasiak(Alpine Bau GmbH)"
] | It is shown that topology optimization is a valuable tool for the design of bridge girders. This paper is a follow-up to (Kutyłowski and Rasiak 2014) and it includes an analysis of truss members’ outer dimensions dictated by the standards. Moreover, a frame bridge girder mapped from a selected topology is compared with... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882585 | oai_dc | Rheological properties of self consolidating concrete with various mineral admixtures | Rheological properties of self consolidating concrete with various mineral admixtures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sunil D. Bauchkar(Datta Meghe College of Engineering); H.S. Chore(Datta Meghe College of Engineering)"
] | This paper reports an experimental study into the rheological behaviour of self consolidatingconcrete (SCC). The investigation aimed at quantifying the impact of the varying amounts of mineral admixtures on the rheology of SCC containing natural sand. Apart from the ordinary Portland cement (OPC), the cementitious mate... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882586 | oai_dc | The evaluation with ANSYS of stresses in hazelnut silos using Eurocode 1 | The evaluation with ANSYS of stresses in hazelnut silos using Eurocode 1 | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hakan Kibar(Igdir University); Turgut Öztürk(Ondokuz Mayis University)"
] | In this study, the optimum silo dimensions for the barrel-type steel-concentrated silo with aconical outlet port usable in the hazelnut storage were investigated. Three different types of silo models as Model 1 (1635 tons), Model 2 (620 tons) and Model 3 (1124 tons) were used in the study. Varying wall thicknesses were... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882587 | oai_dc | Application of topology optimization to bridge girder design | Application of topology optimization to bridge girder design | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ryszard Kutyłowski(Wrocław University of Technology); Bartosz Rasiak(Alpine Bau GmbH)"
] | This study deals with the design of bridge girder structures and consists of two parts. In the first part an optimal bridge girder topology is determined using a software based on structure compliance minimization with constraints imposed on the body mass, developed by the authors. In the second part, an original way i... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882589 | oai_dc | Comparisons of Elasto-Fiber and Fiber & Bernoulli-Euler reinforced concrete beam-column elements | Comparisons of Elasto-Fiber and Fiber & Bernoulli-Euler reinforced concrete beam-column elements | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Muhammet Karaton(Fırat University)"
] | In this study, two beam-column elements based on the Elasto-Fiber element theory for reinforced concrete (RC) element have been developed and compared with each other. The first element is based on Elasto Fiber Approach (EFA) was initially developed for steel structures and this theory was applied for RC element in the... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882590 | oai_dc | Free vibration analysis of laminated composite beam under room and high temperatures | Free vibration analysis of laminated composite beam under room and high temperatures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yusuf Cunedioglu(Nigde University); Bertan Beylergil(Izmir Institute of Technology)"
] | The aim of this study is to investigate the effects of the beam aspect ratio(L/h), hole diameter,hole location and stacking layer sequence ([0/45/-45/90]s, [45/0/-45/90]s and [90/45/-45/0]s) on naturalfrequencies of glass/epoxy perforated beams under room and high (40, 60, 80, and 100°C) temperatures forthe common clam... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882591 | oai_dc | Rational analysis model and seismic behaviour of tall bridge piers | Rational analysis model and seismic behaviour of tall bridge piers | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jianzhong Li(Tongji University); Zhongguo Guan(Tongji University); Zhiyao Liang(Engineering Management Office)"
] | This study focuses on seismic behaviour of tall piers characterized by high slender ratio. Two analysis models were developed based on elastic-plastic hinged beam element and elastic-plastic fiber beam element, respectively. The effect of the division density of elastic-plastic hinged beam element on seismicdemand was ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882592 | oai_dc | FE assessment of dissipative devices for the blast mitigation of glazing façades supported by prestressed cables | FE assessment of dissipative devices for the blast mitigation of glazing façades supported by prestressed cables | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Claudio Amadio(University of Trieste); Chiara Bedon(University of Trieste)"
] | The paper focuses on the dynamic response of a blast-invested glass-steel curtain wall supported by single-way pretensioned cables. In order to mitigate the critical components of the façade from severe structural damage, an innovative system able to absorb and dissipate part of the blast-induced stresses in the critic... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882594 | oai_dc | Treatment of locking behaviour for displacement-based finite element analysis of composite beams | Treatment of locking behaviour for displacement-based finite element analysis of composite beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"R. Emre Erkmen(University of Technology Sydney); Mark A. Bradford(The University of New South Wales); Keith Crews(University of Technology, Sydney)"
] | In the displacement based finite element analysis of composite beams that consist of two Euler-Bernoulli beams juxtaposed with a deformable shear connection, the coupling of the displacement fieldsmay cause oscillations in the interlayer slip field and reduction in optimal convergence rate, known as sliplocking.
In thi... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001882595 | oai_dc | Applicability of over-coring technique to loaded RC columns | Applicability of over-coring technique to loaded RC columns | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Giuseppe Campione(Università di Palermo); Giovanni Minafò(University “Kore” of Enna)"
] | Stress determination is a very important step in the assessment of the safety of existing reinforced concrete structures. In rock mechanic this goal is achieved with the over-coring technique. The main ideabehind such a technique is to isolate a material sample from the stress field in the surrounding mass and monitor ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896004 | oai_dc | Seismic performance of lateral load resisting systems | Seismic performance of lateral load resisting systems | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"K. Subramanian(Coimbatore Institute of Technology); M. Velayutham(Anna University)"
] | In buildings structures, the flexural stiffness reduction of beams and columns due to concrete cracking plays an important role in the nonlinear load-deformation response of reinforced concrete structures under service loads. Most Seismic Design Codes do not precise effective stiffness to be used in seismic analysis fo... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896008 | oai_dc | An accurate novel method for solving nonlinear mechanical systems | An accurate novel method for solving nonlinear mechanical systems | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mahdi Bayat(Islamic Azad University); Iman Pakar(Islamic Azad University); Mahmoud Bayat(Islamic Azad University)"
] | This paper attempts to investigate the nonlinear dynamic analysis of strong nonlinear problems by proposing a new analytical method called Hamiltonian Approach (HA). Two different cases are studied to show the accuracy and efficiency of the method. This approach prepares us to obtain the nonlinear frequency of the nonl... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896000 | oai_dc | Seismic capacity of brick masonry walls externally bonded GFRP under in-plane loading | Seismic capacity of brick masonry walls externally bonded GFRP under in-plane loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Quanfeng Wang(Huaqiao University); Zhenling Chai(Huaqiao University); Lingyun Wang(Shanghai Institute of Technology)"
] | By carrying out the experiment of eight pieces of brick masonry walls with pilaster strengthened by Glass fiber reinforced polymer (GFRP) and one piece of normal masonry wall with pilaster under low reversed cyclic loading, the failure characteristic of every wall is explained; Seismic performances such as hysteresis, ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896001 | oai_dc | Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames | Effectiveness of different standard and advanced pushover procedures for regular and irregular RC frames | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Luca Landi(University of Bologna); Bernardino Pollio(University of Bologna); Pier Paolo Diotallevi(University of Bologna)"
] | The purpose of the research presented in this paper was to investigate the effectiveness of several conventional, multi-modal and adaptive pushover procedures. In particular, an extensive numerical study was performed considering eight RC frames characterized by a variable number of storeys and different properties in ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896002 | oai_dc | Seismic response and damage development analyses of an RC structural wall building using macro-element | Seismic response and damage development analyses of an RC structural wall building using macro-element | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Miloud Hemsas(University of Mascara); Sidi-Mohammed Elachachi(University of Bordeaux 1); Denys Breysse(University of Bordeaux 1)"
] | Numerical simulation of the non-linear behavior of (RC) structural walls subjected to severe earthquake ground motions requires a reliable modeling approach that includes important material characteristics and behavioral response features. The objective of this paper is to optimize a simplified method for the assessmen... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896005 | oai_dc | Construction failures of masonry and adobe buildings during the 2011 Van earthquakes in Turkey | Construction failures of masonry and adobe buildings during the 2011 Van earthquakes in Turkey | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Erkut Sayın(Fırat University); Burak Yön(Fırat University); Yusuf Calayır(Fırat University); Mesut Gör(Fırat University)"
] | On October 23, 2011, an earthquake of magnitude 7.0 struck Van, Turkey. This powerful earthquake caused the deaths of 604 people, more than 2,000 injuries, and a considerable loss of property. After this devastating earthquake, on November 9, 2011, another earthquake of magnitude 5.7 occurred. This moderate earthquake ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001895999 | oai_dc | Corrosion resistant self-compacting concrete using micro and nano silica admixtures | Corrosion resistant self-compacting concrete using micro and nano silica admixtures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mostafa Jalal(Islamic Azad University)"
] | In this paper, enhancement of corrosion and chloride resistance of high performance self compacting concrete (SCC) through incorporating nanosilica into the binder has been investigated. For this purpose, different mixtures were designed with different amounts of silica fume and nano silica admixtures. Different binder... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001896003 | oai_dc | The empirical corner stiffness for right-angle frames of rectangular and H-type cross-sections | The empirical corner stiffness for right-angle frames of rectangular and H-type cross-sections | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"권영두(경북대학교); 권순범(경북대학교); 길혁문(현대중공업); 조희정(경북대학교)"
] | Until now, the finite corner stiffness of the right-angle frames used as horizontal girders in a bonnet, have not been considered during the design process to result in not a precise result. This paper presents a design equation set for right-angle frames used as horizontal girders in a bonnet assuming rigid corner sti... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001895997 | oai_dc | Optimum design of axially symmetric cylindrical reinforced concrete walls | Optimum design of axially symmetric cylindrical reinforced concrete walls | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Gebrail Bekdaş(Istanbul University)"
] | The main aim of this paper is to investigate the relationship between thickness and height of the axially symmetric cylindrical reinforced concrete (RC) walls by the help of a meta-heuristic optimization procedure. The material cost of the wall which includes concrete, reinforcement and formwork, was chosen as objectiv... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001895998 | oai_dc | Minimum dynamic response of cantilever beams supported by optimal elastic springs | Minimum dynamic response of cantilever beams supported by optimal elastic springs | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ersin Aydin(Nigde University)"
] | In this study, optimal distribution of springs which supports a cantilever beam is investigated to minimize two objective functions defined. The optimal size and location of the springs are ascertained tominimize the tip deflection of the cantilever beam. Afterwards, the optimization problem of springs is set up to min... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926024 | oai_dc | Design of isolated footings of circular form using a new model | Design of isolated footings of circular 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 circular footings subjected to axial loadand bending in two directions using a new model. The new model considers the soil real pressure acting on contact surface of the circular footings and these are different, with a linear variation in the contact area, these pr... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926026 | oai_dc | Torsional flexural steady state response of monosymmetric thin-walled beams under harmonic loads | Torsional flexural steady state response of monosymmetric thin-walled beams under harmonic loads | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mohammed A. Hjaji(University of Tripoli); Magdi Mohareb(University of Ottawa)"
] | Starting with Hamilton’s variational principle, the governing field equations for the steady stateresponse of thin-walled beams under harmonic forces are derived. The formulation captures sheardeformation effects due to bending and warping, translational and rotary inertia effects and as well astorsional flexural coupl... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001925992 | oai_dc | Free vibration analysis of bidirectional functionally graded annular plates resting on elastic foundations using differential quadrature method | Free vibration analysis of bidirectional functionally graded annular plates resting on elastic foundations using differential quadrature method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Vahid Tahouneh(Islamic Azad University)"
] | This paper deals with free vibration analysis of bidirectional functionally graded annular platesresting on a two-parameter elastic foundation. The formulations are based on the three-dimensional elasticitytheory. This study presents a novel 2-D six-parameter power-law distribution for ceramic volume fraction of2-D fun... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926017 | oai_dc | Buckling load optimization of laminated plates via artificial bee colony algorithm | Buckling load optimization of laminated plates via artificial bee colony algorithm | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Umut Topal(Karadeniz Technical University); Hasan Tahsin Öztürk(Karadeniz Technical University)"
] | In this present work, Artificial Bee Colony Algorithm (ABCA) is used to optimize the stacking sequences of simply supported antisymmetric laminated composite plates with criticial buckling load as the objective functions. The fibre orientations of the layers are selected as the optimization design variables with the ai... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926006 | oai_dc | Assessment of concrete degradation in existing structures: a practical procedure | Assessment of concrete degradation in existing structures: a practical procedure | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Francesco Porco(Politecnico di Bari); Giuseppina Uva(Politecnico di Bari); Andrea Fiore(Politecnico di Bari); Mauro Mezzina(Politecnico di Bari)"
] | In the assessment of existing RC buildings, the reliable appraisal of the compressive strength of in-situ concrete is a fundamental step. Unfortunately, the data that can be obtained by the available testing methods are typically affected by a high level of uncertainty. Moreover, in order to derive indications about th... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926012 | oai_dc | Optimal design of plane frame structures using artificial neural networks and ratio variables | Optimal design of plane frame structures using artificial neural networks and ratio variables | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Chin-Sheng Kao(Tamkang University); I-Cheng Yeh(Tamkang University)"
] | There have been many packages that can be employed to analyze plane frames. However, because most structural analysis packages suffer from closeness of system, it is very difficult to integrate it with an optimization package. To overcome the difficulty, we proposed a possible alternative, DAMDO, which integrate Design... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926031 | oai_dc | Buckling optimization of laminated composite plate with elliptical cutout using ANN and GA | Buckling optimization of laminated composite plate with elliptical cutout using ANN and GA | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"P. Emmanuel Nicholas(PSNA College of Engineering and Technology); K.P. Padmanaban(SBM College of Engineering and Technology); D. Vasudevan(PSNA College of Engineering and Technology)"
] | Buckling optimization of laminated composite plates is significant as they fail because ofbuckling under in-plane compressive loading. The plate is usually modeled without cutout so that thebuckling strength is found analytically using classical laminate plate theory (CLPT). However in real worldapplications, the compo... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001925987 | oai_dc | Shear resistance of stud connectors in high strength concrete | Shear resistance of stud connectors in high strength concrete | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"이영학(경희대학교); 김민숙(경희대학교); 김희철(경희대학교); 김대진(경희대학교)"
] | The use of steel-concrete composite members has been significantly increased as they have the advantages of the reduction of cross sectional areas, excellent ductility against earthquake loadings and a longer life span than typical steel frame members. The increased use of composite members requires an intensive study ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926035 | oai_dc | Theoretical analysis of overlay resisting crack propagation in old cement concrete pavement | Theoretical analysis of overlay resisting crack propagation in old cement concrete pavement | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Baofeng Pan(Dalian University of technology); Yuanyuan Gao(Yan Shan University); Yang Zhong(Dalian University of technology)"
] | The main purpose of this study is to determine the effect of overlay on the crack propagation. In order to simplify the problem, a cement concrete pavement is modeled as an elastic plate on Winkler foundation. To derive the singular integral equations, the Fourier transform and dislocation density function are used. Lo... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926009 | oai_dc | Performance of non-prismatic simply supported prestressed concrete beams | Performance of non-prismatic simply supported prestressed concrete beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"P. Markandeya Raju(Maharaj Vijayram Gajapathi Raj College of Engineering); K. Rajsekhar(Andhra University); T. Raghuram Sandeep(Bhabha Atomic Research Centre)"
] | Prestressing is the most commonly employed technique in bridges and long span beams incommercial buildings as prestressing results in slender section with higher load carrying capacities. Thiswork is an attempt to study the performance of a minimum weight prestressed concrete beam adopting a non-prismatic section so th... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001926038 | oai_dc | Effects of infilled concrete and longitudinal rebar on flexural performance of composite PHC pile | Effects of infilled concrete and longitudinal rebar on flexural performance of composite PHC pile | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"방진욱(충남대학교); 이방연(전남대학교); 현정환(충남대학교); 김윤용(충남대학교); 이병재((주)제이엔티아이엔씨)"
] | Concrete infill and reinforcement are one of the most well-known strengthening methods of structural elements. This study investigated flexural performance of concrete infill composite PHC pile (ICP pile) reinforced by infill concrete and longitudinal rebars in hollow PHC pile. A total four series of pile specimens wer... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001925997 | oai_dc | Second order effects of external prestress on frequencies of simply supported beam by energy method | Second order effects of external prestress on frequencies of simply supported beam by energy method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"De-Ping Fang(Huaqiao University)"
] | Based on the energy method considering the second order effects, the natural frequencies of externally prestressed simply supported beam and the compression softening effect of external prestress force were analyzed. It is concluded that the compression softening effect depends on the loss of external tendon eccentrici... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876249 | oai_dc | Maximum a posteriori estimation based wind fragility analysis with application to existing linear or hysteretic shear frames | Maximum a posteriori estimation based wind fragility analysis with application to existing linear or hysteretic shear frames | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Vincent Z. Wang(James Cook University); John D. Ginger(James Cook University)"
] | Wind fragility analysis provides a quantitative instrument for delineating the safety performance of civil structures under hazardous wind loading conditions such as cyclones and tornados. It has attracted and would be expected to continue to attract intensive research spotlight particularly in the nowadaysworldwide co... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876241 | oai_dc | Thermal-pressure loading effect on containment structure | Thermal-pressure loading effect on containment structure | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"곽효경(한국과학기술원); 권양수(한국과학기술원)"
] | Because the elevated temperature degrades the mechanical properties of materials used in containments, the global behavior of containments subjected to the internal pressure under high temperature is remarkably different from that subjected to the internal pressure only. This paper concentrates on the nonlinear finite ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876254 | oai_dc | The construction of second generation wavelet-based multivariable finite elements for multiscale analysis of beam problems | The construction of second generation wavelet-based multivariable finite elements for multiscale analysis of beam problems | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Youming Wang(Xi’an University of Posts and Telecommunications); Qing Wu(Xi’an University of Posts and Telecommunications); Wenqing Wang(Xi’an University of Posts and Telecommunications)"
] | A design method of second generation wavelet (SGW)-based multivariable finite elements is proposed for static and vibration beam analysis. An important property of SGWs is that they can be custom designed by selecting appropriate lifting coefficients depending on the application. The SGW-based multivariable finite elem... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876239 | oai_dc | Mechanical behavior of composite gel periodic structures with the pattern transformation | Mechanical behavior of composite gel periodic structures with the pattern transformation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jianying Hu(Xi’an Jiaotong University); Yuhao He(Xi’an Jiaotong University); Jincheng Lei(Xi’an Jiaotong University); Zishun Liu(Xi’an Jiaotong University); Somsak Swaddiwudhipong(National University of Singapore)"
] | When the periodic cellular structure is loaded or swelling beyond the critical value, the structure may undergo a pattern transformation owing to the local elastic instabilities, thus leading to structural collapse and the structure changing to a new configuration. Based on this deformation-triggered pattern, we have p... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876235 | oai_dc | Mimicking the pattern formation of fruits and leaves using gel materials | Mimicking the pattern formation of fruits and leaves using gel materials | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Li Chen(National University of Singapore); Yang Zhang(National University of Singapore); Somsak Swaddiwudhipong(National University of Singapore); Zishun Liu(Xi’an Jiaotong University)"
] | Gel materials have recently gained more attention due to its unique capability of large andreversible volumetric changes. This study explores the possibility of mimicking the pattern formation ofcertain natural fruits during their growing process and leaves during drying processes through the swellingand de-swelling of... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876244 | oai_dc | Experimental study on creep and shrinkage of high- performance ultra lightweight cement composite of 60MPa | Experimental study on creep and shrinkage of high- performance ultra lightweight cement composite of 60MPa | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Kok-Seng Chia(Nautic Group Pte Ltd); Xuemei Liu(Queensland University of Technology); Jat-Yuen Richard Liew(National University of Singapore); Min-Hong Zhang(National University of Singapore)"
] | Creep and shrinkage behaviour of an ultra lightweight cement composite (ULCC) up to 450 days was evaluated in comparison with those of a normal weight aggregate concrete (NWAC) and a lightweight aggregate concrete (LWAC) with similar 28-day compressive strength. The ULCC is characterized by low density < 1500 kg/m3 and... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876253 | oai_dc | Energy release rate for kinking crack using mixed finite element | Energy release rate for kinking crack using mixed finite element | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bouziane Salah(University of 20 August 1955 Skikda); Bouzerd Hamoudi(University of 20 August 1955 Skikda); Boulares Noureddine(University of 20 August 1955 Skikda); Guenfoud Mohamed(University of Guelma)"
] | A numerical method, using a special mixed finite element associated with the virtual crack extension technique, has been developed to evaluate the energy release rate for kinking cracks. The element is two dimensional 7-node mixed finite element with 5 displacement nodes and 2 stress nodes. The mixed finite element ens... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876256 | oai_dc | Probabilistic analysis of micro-film buckling with parametric uncertainty | Probabilistic analysis of micro-film buckling with parametric uncertainty | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Zuguang Ying(Zhejiang University); Yong Wang(Zhejiang University); Zefei Zhu(Hangzhou Dianzi University)"
] | The intentional buckling design of micro-films has various potential applications in engineering. The buckling amplitude and critical strain of micro-films are the crucial parameters for the buckling design. In the reported studies, the film parameters were regarded as deterministic. However, the geometrical and physic... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001876236 | oai_dc | Contact forces generated by fallen debris | Contact forces generated by fallen debris | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jing Sun(University of Melbourne); Nelson Lam(University of Melbourne); Lihai Zhang(University of Melbourne); Emad Gad(Swinburne University of Technology); Dong Ruan(Swinburne University of Technology)"
] | Expressions for determining the value of the impact force as reported in the literature and incorporated into code provisions are essentially quasi-static forces for emulating deflection. Quasi-static forces are not to be confused with contact force which is generated in the vicinity of the point of contact between the... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955540 | oai_dc | Fatigue behavior of concrete beams reinforced with HRBF500 steel bars | Fatigue behavior of concrete beams reinforced with HRBF500 steel bars | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ke Li(Southeast University); Xin-Ling Wang(Zhengzhou University); Shuang-Yin Cao(Southeast University); Qing-Ping Chen(Kaifeng University)"
] | The purpose of this study was to investigate experimentally the fatigue performance of reinforced concrete (RC) beams with hot-rolled ribbed fine-grained steel bars of yielding strength 500MPa (HRBF500). Three rectangular and three T-section RC beams with HRBF500 bars were constructed and tested under static and consta... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955544 | oai_dc | Free vibration of functionally graded thin elliptic plates with various edge supports | Free vibration of functionally graded thin elliptic plates with various edge supports | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"K.K. Pradhan(National Institute of Technology Rourkela); S. Chakraverty(National Institute of Technology Rourkela)"
] | In this article, free vibration of functionally graded (FG) elliptic plates subjected to various classical boundary conditions has been investigated. Literature review reveals no study has been performed based on functionally graded elliptic plates till date. The mechanical kinematic relations are considered based on c... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955532 | oai_dc | The stress analysis of a shear wall with matrix displacement method | The stress analysis of a shear wall with matrix displacement method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Mustafa Ergun(Karadeniz Technical University); Sevket Ates(Karadeniz Technical University)"
] | Finite element method (FEM) is an effective quantitative method to solve complex engineering problems. The basic idea of FEM for a complex problem is to be able to find a solution by reducing the problem made simple. If mathematical tools are inadequate to obtain precise result, even approximate result, FEM is the only... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955539 | oai_dc | Disturbance analysis of hydropower station vertical vibration dynamic characteristics: the effect of dual disturbances | Disturbance analysis of hydropower station vertical vibration dynamic characteristics: the effect of dual disturbances | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Baoping Zhi(Dalian University of Technology); Zhenyue Ma(Dalian University of Technology)"
] | The purpose of this work is to analyze the effect of structure parameter disturbance on the dynamic characteristics of a hydropower station powerhouse. A vibration model with a head-cover system isestablished, and then the general disturbance problem analysis methods are discussed. Two new formulaebased on two types of... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955542 | oai_dc | Study of ball bearing fatigue damage using vibration analysis: application to thrust ball bearings | Study of ball bearing fatigue damage using vibration analysis: application to thrust ball bearings | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Toumi M.Yessine(University of Reims Champagne-Ardenne); Bolaers Fabrice(University of Reims Champagne-Ardenne); Bogard Fabien(University of Reims Champagne-Ardenne); Murer Sébastien(University of Reims Champagne-Ardenne)"
] | This paper presents a study based on the damage due to the fatigue life of thrust ball bearingsusing vibratory analysis. The main contribution of this work lies in establishing a relation between modaldamping and the rolling contact fatigue damage of the thrust ball bearing. Time domain signals andfrequency spectra are... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955548 | oai_dc | Structural joint modeling and identification: numerical and experimental investigation | Structural joint modeling and identification: numerical and experimental investigation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sanjay B. Ingole(Government Polytechnic); Animesh Chatterjee(Visvesvaraya National Institute of Technology)"
] | In the present work, structural joints have been modeled as a pair of translational and rotationalsprings and frequency equation of the overall system has been developed using sub-structure synthesis. It isshown that using first few natural frequencies of the system, one can obtain a set of over-determined systemof equ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955530 | oai_dc | Experimental characterization of timber framed masonry walls cyclic behaviour | Experimental characterization of timber framed masonry walls cyclic behaviour | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ana Maria Gonçalves(Technical University of Lisbon from University of Lisbon); João Gomes Ferreira(Technical University of Lisbon from University of Lisbon); Luís Guerreiro(Technical University of Lisbon from University of Lisbon); Fernando Branco(Technical University of Lisbon from University of Lisbon)"
] | After the large destruction of Lisbon due to the 1755 earthquake, the city had to be almost completely rebuilt. In this context, an innovative structural solution was implemented in new buildings,comprising internal timber framed walls which, together with the floors timber elements, constituted a 3-Dframing system, kn... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955533 | oai_dc | Base isolation performance of a cone-type friction pendulum bearing system | Base isolation performance of a cone-type friction pendulum bearing system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"전법규(부산대학교); 장성진(부산대학교); 김성완(부산대학교); 김남식(부산대학교)"
] | A CFPBS (Cone-type Friction Pendulum Bearing System) was developed to control the acceleration delivered to a structure to prevent the damage and degradation of critical communication equipment during earthquakes. This study evaluated the isolation performance of the CFPBS by numerical analysis. The CFPBS was manufactu... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955534 | oai_dc | Structural damage detection including the temperature difference based on response sensitivity analysis | Structural damage detection including the temperature difference based on response sensitivity analysis | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"J.J. Wei(Changzhou Institute of Engineering Technology); Z.R. Lv(Sun Yat-sen University)"
] | Damage detection based on a reference set of measured data usually has the problem of different environmental temperature in the two sets of measurements, and the effect of temperature difference is usually ignored in the subsequent model updating. This paper attempts to identify the structural damage including the tem... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955546 | oai_dc | Assessment of infill wall topology contribution in the overall response of frame structures under seismic excitation | Assessment of infill wall topology contribution in the overall response of frame structures under seismic excitation | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"N. Nanos(University of Portsmouth); A. Elenas(Democritus University of Thrace)"
] | This paper identifies the effects of infill wall existence and arrangement in the seismic response of steel frame structures. The methodology followed was based on the utilisation of overall seismic response indicators that distil the complexity of structural response in a single value henceenabling their straightforwa... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955536 | oai_dc | Structural damage and force identification under moving load | Structural damage and force identification under moving load | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hongping Zhu(Huazhong University of Science and Technology); Ling Mao(Huazhong University of Science and Technology); Shun Weng(Huazhong University of Science and Technology); Yong Xia(The Hong Kong Polytechnic Unversity)"
] | Structural damage and moving load identification are the two aspects of structural system identification. However, they universally coexist in the damaged structures subject to unknown moving load.
This paper proposed a dynamic response sensitivity-based model updating method to simultaneously identify the structural d... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001955538 | oai_dc | Wave propagation in fibre-reinforced anisotropic thermoelastic medium subjected to gravity field | Wave propagation in fibre-reinforced anisotropic thermoelastic medium subjected to gravity field | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A.M. Abd-Alla(Taif University); S.M. Abo-Dahab(Taif University); F.S. Bayones(Taif University)"
] | The objective of this paper is to investigate the surface waves in fibre-reinforced anisotropic thermoelastic medium subjected to gravity field. The theory of generalized surface waves has firstly developed and then it has been employed to investigate particular cases of waves, viz., Stoneley waves, Rayleigh waves and ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911616 | oai_dc | Influence of structural system measures on the dynamic characteristics of a multi-span cable-stayed bridge | Influence of structural system measures on the dynamic characteristics of a multi-span cable-stayed bridge | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Fangfang Geng(Southeast University); Youliang Ding(Southeast University); Hongen Xie(Southeast University); Jianyong Song(Research Institute of Highway Ministry of Transport); Wanheng Li(Research Institute of Highway Ministry of Transport)"
] | A three-dimensional finite element model for the Jiashao Bridge, the longest multi-span cablestayed bridge in the world, is established using the commercial software package ANSYS. Dynamic characteristics of the bridge are analyzed and the effects of structural system measures including the rigid hinge, auxiliary piers... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911613 | oai_dc | Theoretical and experimental study of robustness based design of single-layer grid structures | Theoretical and experimental study of robustness based design of single-layer grid structures | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hui Wu(Zhejiang University of Finance & Economics); Cheng Zhang(East China Electric Power Design Institute); Bo-qing Gao(Zhejiang University); Jun Ye(Zhejiang University)"
] | Structural robustness refers to the ability of a structure to avoid disproportionate consequences to the original cause. Currently attentions focus on the concepts of structural robustness, and discussions onmethods of robustness based structural design are rare. Firstly, taking basis in robust H∞ control theory,struct... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911619 | oai_dc | An apt material model for drying shrinkage and specific creep of HPC using artificial neural network | An apt material model for drying shrinkage and specific creep of HPC using artificial neural network | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Banti A. Gedam(Indian Institute of Technology - Roorkee); N.M. Bhandari(Indian Institute of Technology - Roorkee); Akhil Upadhyay(Indian Institute of Technology - Roorkee)"
] | In the present work appropriate concrete material models have been proposed to predict drying shrinkage and specific creep of High-performance concrete (HPC) using Artificial Neural Network (ANN). The ANN models are trained, tested and validated using 106 different experimental measured set of data collected from diffe... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911624 | oai_dc | A modified multidisciplinary feasible formulation for MDO using integrated coupled approximate models | A modified multidisciplinary feasible formulation for MDO using integrated coupled approximate models | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"최은호(부산대학교); 조진래(부산대학교); 임오강(부산대학교)"
] | This paper is concerned with the modification of multidisciplinary feasible formulation for MDO problems using the integrated coupled approximate models. A drawback of conventional MDFs is thenumerical difficulty in decomposing the design variables and deriving the coupled equations of state. To overcome such a drawbac... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911622 | oai_dc | Damage identification of 2D and 3D trusses by using complete and incomplete noisy measurements | Damage identification of 2D and 3D trusses by using complete and incomplete noisy measurements | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"M. Rezaiee-Pajand(Ferdowsi University of Mashhad); M.S. Kazemiyan(Ferdowsi University of Mashhad)"
] | Four algorithms for damage detection of trusses are presented in this paper. These approaches can detect damage by using both complete and incomplete measurements. The suggested methods are based on the minimization of the difference between the measured and analytical static responses of structures. A non-linear const... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911623 | oai_dc | Dynamic analysis of bridge girders submitted to an eccentric moving load | Dynamic analysis of bridge girders submitted to an eccentric moving load | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ricardo F. Vieira(Universidade de Lisboa); Diego Lisi(Universidade de Lisboa); Francisco B. Virtuoso(Universidade de Lisboa)"
] | The cross-section warping due to the passage of high-speed trains can be a relevant issue to consider in the dynamic analysis of bridges due to (i) the usual layout of railway systems, resulting in eccentric moving loads; and (ii) the use of cross-sections prone to warping deformations. A thin-walled beam formulation f... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911618 | oai_dc | Buckling of an elastic plate due to surface-attached thin films with intrinsic stresses | Buckling of an elastic plate due to surface-attached thin films with intrinsic stresses | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"J. Zhu(Zhejiang University of Technology); J.S. Yang(University of Nebraska); C.Q. Ru(University of Alberta)"
] | We analyze the buckling of a thin elastic plate due to intrinsic stresses in thin films attached to the surfaces of the plate. In the case of cylindrical buckling, it is shown that for a plate with clamped edges compressive intrinsic film stresses can cause flexural buckling of the plate, while tensile intrinsic film s... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911621 | oai_dc | Failure analysis of composite plates under static and dynamic loading | Failure analysis of composite plates under static and dynamic loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Chaitali Ray(Indian Institute of Engineering Science and Technology); Somnath Majumder(Indian Institute of Engineering Science and Technology)"
] | The present paper deals with the first ply failure analysis of the laminated composite plates under various static and dynamic loading conditions. Static analysis has been carried out under patch load and triangular load. The dynamic failure analysis has been carried out under triangular pulse load. The formulation has... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911617 | oai_dc | Theoretical tensile model and cracking performance analysis of laminated rubber bearings under tensile loading | Theoretical tensile model and cracking performance analysis of laminated rubber bearings under tensile loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Shicai Chen(Beijing University of Technology); Tongya Wang(Beijing University of Technology); Weiming Yan(Beijing University of Technology); Zhiqian Zhang(Beijing University of Technology); 김강석(Tsinghua University)"
] | To analyze the tension performance of laminated rubber bearings under tensile loading, a theoretical tension model for analyzing the rubber bearings is proposed based on the theory of elasticity. Applying the boundary restraint condition and the assumption of incompressibility of the rubber (Poisson’s ratio of the rubb... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911620 | oai_dc | Vibration analysis of laminated plates with various boundary conditions using extended Kantorovich method | Vibration analysis of laminated plates with various boundary conditions using extended Kantorovich method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Pairod Singhatanadgid(Chulalongkorn University); Thanawut Wetchayanon(Chulalongkorn University)"
] | In this study, an extended Kantorovich method, employing multi-term displacement functions, is applied to analyze the vibration problem of symmetrically laminated plates with arbitrary boundary conditions. The vibration behaviors of laminated plates are determined based on the variational principle of total energy mini... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911612 | oai_dc | A penny-shaped interfacial crack between piezoelectric layer and elastic half-space | A penny-shaped interfacial crack between piezoelectric layer and elastic half-space | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"J.H. Ren(Hebei University of Engineering); Y.S. Li(Hebei University of Engineering); W. Wang(Hebei University of Engineering)"
] | An interfacial penny-shaped crack between piezoelectric layer and elastic half-space subjected to mechanical and electric loads is investigated. Using Hankel transform technique, the mixed boundary value problem is reduced to a system of singular integral equations. The integral equations are further reduced to a syste... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001911614 | oai_dc | A study of deterioration of reinforced concrete beams under various forms of simulated acid rain attack in the laboratory | A study of deterioration of reinforced concrete beams under various forms of simulated acid rain attack in the laboratory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yingfang Fan(Dalian Maritime University); Zhiqiang Hu(Dalian University of Technology); Haiyang Luan(Dalian Maritime University); Dawei Wang(Dalian Maritime University); An Chen(University of Idaho)"
] | This paper studies the behaviour of deteriorated reinforced concrete (RC) beams attacked by various forms of simulated acid rain. An artificial rainfall simulator was firstly designed and evaluated. Eleven RC beams (120 mm×200 mm×1800 mm) were then constructed in the laboratory. Among them, one was acting as a referenc... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922602 | oai_dc | Semi-analytical numerical approach for the structural dynamic response analysis of spar floating substructure for offshore wind turbine | Semi-analytical numerical approach for the structural dynamic response analysis of spar floating substructure for offshore wind turbine | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"조진래(부산대학교); 김보성(부산대학교); 최은호(부산대학교); 이시복(부산대학교); 임오강(부산대학교)"
] | A semi-analytical numerical approach for the effective structural dynamic response analysis of spar floating substructure for offshore wind turbine subject to wave-induced excitation is introduced in this paper. The wave-induced rigid body motions at the center of mass are analytically solved using the dynamic equation... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922597 | oai_dc | Flexural behavior of reinforced lightweight concrete beams under reversed cyclic loading | Flexural behavior of reinforced lightweight concrete beams under reversed cyclic loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Li-Kai Chien(National Central University); Yi-Hao Kuo(National Chung-Hsing University); Chung-Ho Huang(National Taipei University of Technology); How-Ji Chen(National Chung-Hsing University); Ping-Hu Cheng(National Central University)"
] | This paper presents the results of an experimental investigation on the flexural behavior of doubly reinforced lightweight concrete (R.L.C.) beams tested under cyclic loading. A total of 20 beam specimens were tested. Test results are presented in terms of ductility index, the degradation of strength and stiffness, and... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922591 | oai_dc | A new PSRO algorithm for frequency constraint truss shape and size optimization | A new PSRO algorithm for frequency constraint truss shape and size optimization | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Kaveh(Iran University of Science and Technology); A. Zolghadr(Iran University of Science and Technology)"
] | In this paper a new particle swarm ray optimization algorithm is proposed for truss shape and size optimization with natural frequency constraints. These problems are believed to represent nonlinear and non-convex search spaces with several local optima and therefore are suitable for examining the capabilities of new a... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922600 | oai_dc | The flexural performance of laminated glass beams under elevated temperature | The flexural performance of laminated glass beams under elevated temperature | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Xiaokun Huang(China Academy of Building Research); Gang Liu(China Academy of Building Research); Qiang Liu(China Academy of Building Research); Stephen J. Bennison(E.I. DuPont de Nemours & Co. Inc)"
] | A series of experimental work is carried out with the aim to understand the flexural performance of laminated glass (LG) beams using polyvinyl butyral (PVB) and Ionoplast interlayers subjected to short term duration loads in the circumstance of elevated temperature. The study is based on a total of 42 laboratory tests ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922598 | oai_dc | Pounding between adjacent buildings of varying height coupled through soil | Pounding between adjacent buildings of varying height coupled through soil | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Sadegh Naserkhaki(University of Alberta); Marwan El-Rich(University of Alberta); Farah N.A. Abdul Aziz(Universiti Putra Malaysia); Hassan Pourmohammad(Islamic Azad University)"
] | Pounding between adjacent buildings is a significant challenge in metropolitan areas because buildings of different heights collide during earthquake excitations due to varying dynamic properties and narrow separation gaps. The seismic responses of adjacent buildings of varying height, coupled through soil subjected to... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922599 | oai_dc | Construction of the shape functions of beam vibrations for analysis of the rectangular plates by Kantorovich-Vlasov’s method | Construction of the shape functions of beam vibrations for analysis of the rectangular plates by Kantorovich-Vlasov’s method | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Emmanuel E.T. Olodo(University of Abomey-Calavi); Gerard Degan(University of Abomey-Calavi)"
] | For analysis of the plates and membranes by numerical or analytical methods, the question of choice of the system of functions satisfying the different boundary conditions remains a major challenge to address. It is to this issue that is dedicated this work based on an approach of choice of combinations of trigonometri... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922592 | oai_dc | Performance analysis of spherical indentation process during loading and unloading - a contact mechanics approach | Performance analysis of spherical indentation process during loading and unloading - a contact mechanics approach | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"V. C. Sathish Gandhi(University College of Engineering Ariyalur); R. Kumaravelan(Velalar College of Engineering and Technology); S. Ramesh(Vel Tech High Tech Dr. Rangarajan Dr. Sakunthala Engineering College)"
] | In an indentation approach, the smooth rigid spherical ball penetrated into a deformable flat is considered for the study based on contact mechanics approach. The elastic-plastic frictionless spherical indentation analysis has been under taken in the finite element analysis using „ABAQUS‟ and experimental study. The sp... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922594 | oai_dc | Ultimate bearing capacity of conical shell foundations | Ultimate bearing capacity of conical shell foundations | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"J.E. Colmenares(Universidad Nacional de Colombia); 강소라(Midas IT); 신영진((주)삼성물산 건설부문); 신종호(건국대학교)"
] | Shell foundations have been employed as an alternative for the conventional flat shallow foundations and have proven to provide economical advantage. They have shown considerably improved performance in terms of ultimate capacity and settlement characteristics. However, despite conical shell foundations are frequently ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922595 | oai_dc | Moment Lyapunov exponents of the Parametrical Hill’s equation under the excitation of two correlated wideband noises | Moment Lyapunov exponents of the Parametrical Hill’s equation under the excitation of two correlated wideband noises | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Goran Janevski(University of Niš); Predrag Kozić(University of Niš); Ivan Pavlović(University of Niš)"
] | The Lyapunov exponent and moment Lyapunov exponents of Hill’s equation with frequency and damping coefficient fluctuated by correlated wideband random processes are studied in this paper. The method of stochastic averaging, both the first-order and the second-order, is applied. The averaged Itô differential equation go... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922601 | oai_dc | Ultimate strength performance of Northern Sea going non-ice class commercial ships | Ultimate strength performance of Northern Sea going non-ice class commercial ships | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"박대겸(부산대학교); 백점기(부산대학교); 김봉주(부산대학교); 서정관(부산대학교); 이천광(부산대학교); 김도균(포항공과대학교)"
] | In the early design stage of ships, the two most important structural analyses are performed to identify the structural capacity and safety. The first step is called global strength analysis (longitudinal strength analysis or hull girder strength analysis) and the second step is local buckling analysis (stiffened panel... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922593 | oai_dc | Wind-induced responses and equivalent static wind loads of tower-blade coupled large wind turbine system | Wind-induced responses and equivalent static wind loads of tower-blade coupled large wind turbine system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"S.T. Ke(Nanjing University of Aeronautics and Astronautics); T.G. Wang(Nanjing University of Aeronautics and Astronautics); Y.J. Ge(Tongji University); Y. Tamura(Tokyo Polytechnic University)"
] | This study aimed to develop an approach to accurately predict the wind models and wind effects of large wind turbines. The wind-induced vibration characteristics of a 5 MW tower-blade coupled wind turbine system have been investigated in this paper. First, the blade-tower integration model was established, which includ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001922596 | oai_dc | Seismic rehabilitation of RC frame using epoxy injection technique tested on shaking table | Seismic rehabilitation of RC frame using epoxy injection technique tested on shaking table | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Jiangtao Yu(Tongji University); Yuanmiao Zhang(Tongji University); Zhoudao Lu(Tongji University)"
] | A 1/4-scale two-bay eight-storey reinforced concrete frame was tested on shaking table. Initial shaking table tests were carried out through a set of real seismic excitations to investigate the seismic behavior of the RC frame. Subsequently, the damaged frame was repaired using epoxy injection technique, and then subje... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960378 | oai_dc | Seismic response of current RC buildings in Kathmandu Valley | Seismic response of current RC buildings in Kathmandu Valley | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Hemchandra Chaulagain(University of Aveiro); Hugo Rodrigues(Polytechnic Institute of Leiria); Enrico Spacone(University of Chieti-Pescara); Humberto Varum(University of Porto)"
] | RC buildings constitute the prevailing type of construction in earthquake-prone region like Kathmandu Valley. Most of these building constructions were based on conventional methods. In this context, the present paper studied the seismic behaviour of existing RC buildings in Kathmandu Valley. For this, four representat... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960363 | oai_dc | Thermoelastic analysis for a slab made of a thermal diode-like material | Thermoelastic analysis for a slab made of a thermal diode-like material | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Feras H. Darwish(Jordan University of Science and Technology); Mohammad A. Al-Nimr(Jordan University of Science and Technology); Mohammad I. Hatamleh(Jordan University of Science and Technology)"
] | This research investigates the thermoelastic transient behavior of a thermally loaded slab made of a thermal diode-like material which has two directional thermal conductivity values (low and high). Finite difference analysis is used to obtain the elastic response of the slab based on the temperature solutions. It is f... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960365 | oai_dc | Large deformation bending analysis of functionally graded spherical shell using FEM | Large deformation bending analysis of functionally graded spherical shell using FEM | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Vishesh Ranjan Kar(National Institute of Technology); Subrata Kumar Panda(National Institute of Technology)"
] | In this article, nonlinear finite element solutions of bending responses of functionally graded spherical panels are presented. The material properties of functionally graded material are graded in thickness direction according to a power-law distribution of volume fractions. A general nonlinear mathematical shallow sh... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960367 | oai_dc | Fracture analysis and remaining life prediction of aluminium alloy 2014a plate panels with concentric stiffeners under fatigue loading | Fracture analysis and remaining life prediction of aluminium alloy 2014a plate panels with concentric stiffeners under fatigue loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Ramachandra Murthy(CSIR); Rakhi Sara Mathew(Saintgits College of Engineering); G.S. Palani(CSIR); Smitha Gopinath(CSIR); Nagesh R. Iyer(CSIR)"
] | Fracture analysis and remaining life prediction has been carried out for aluminium alloy (Al2014A) plate panels with concentric stiffener by varying sizes and positions under fatigue loading. Tensioncoupon tests and compact tension tests on 2014A have been carried out to evaluate mechanical propertiesand crack growth c... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960368 | oai_dc | Material distribution optimization of 2D heterogeneous cylinder under thermo-mechanical loading | Material distribution optimization of 2D heterogeneous cylinder under thermo-mechanical loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Masoud Asgari(K. N. Toosi University of Technology)"
] | In this paper optimization of volume fraction distribution in a thick hollow cylinder with finite length made of two-dimensional functionally graded material (2D-FGM) and subjected to steady statethermal and mechanical loadings is considered. The finite element method with graded material properties within each element... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960370 | oai_dc | Nonlinear numerical simulation of RC columns subjected to cyclic oriented lateral force and axial loading | Nonlinear numerical simulation of RC columns subjected to cyclic oriented lateral force and axial loading | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Kabir Sadeghi(Girne American University)"
] | A nonlinear Finite Element (FE) algorithm is proposed to analyze the Reinforced Concrete (RC) columns subjected to Cyclic Loading (CL), Cyclic Oriented Lateral Force and Axial Loading (COLFAL), Monotonic Loading (ML) or Oriented Pushover Force and Axial Loading (OPFAL) in any direction. In the proposed algorithm, the f... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960381 | oai_dc | A teaching learning based optimization for truss structures with frequency constraints | A teaching learning based optimization for truss structures with frequency constraints | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tayfun Dede(Karadeniz Technical University); Vedat Toğan(Karadeniz Technical University)"
] | Natural frequencies of the structural systems should be far away from the excitation frequency in order to avoid or reduce the destructive effects of dynamic loads on structures. To accomplish this goal, a structural optimization on size and shape has been performed considering frequency constraints. Such anoptimizatio... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960362 | oai_dc | Analysis of higher order composite beams by exact and finite element methods | Analysis of higher order composite beams by exact and finite element methods | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Guang-hui He(Shanghai University); Xiao Yang(Shanghai University)"
] | In this paper, a two-layer partial interaction composite beams model considering the higher order shear deformation of sub-elements is built. Then, the governing differential equations and boundary conditions for static analysis of linear elastic higher order composite beams are formulated by means of principle of mini... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960369 | oai_dc | A new damage detection indicator for beams based on mode shape data | A new damage detection indicator for beams based on mode shape data | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"O. Yazdanpanah(Shomal University); S.M. Seyedpoor(Shomal University); H. Akbarzadeh Bengar(University of Mazandaran)"
] | In this paper, a new damage indicator based on mode shape data is introduced to identify damage in beam structures. In order to construct the indicator proposed, the mode shape, mode shape slope and mode shape curvature of a beam before and after damage are utilized. Mode shape data of the beam are first obtained here ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960372 | oai_dc | Effects of edge crack on the vibration characteristics of delaminated beams | Effects of edge crack on the vibration characteristics of delaminated beams | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Yang Liu(Nanyang Technological University); Dong W. Shu(Nanyang Technological University)"
] | Delaminations and cracks are common failures in structures. They may significantly reduce thestiffness of the structure and affect their vibration characteristics. In the present study, an analytical solution is developed to study the effect of an edge crack on the vibration characteristics of delaminated beams. The ro... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960374 | oai_dc | Bending analysis of a single leaf flexure using higher-order beam theory | Bending analysis of a single leaf flexure using higher-order beam theory | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Nghia Huu Nguyen(영납대학교); 이동연(영남대학교)"
] | We apply higher-order beam theory to analyze the deflections and stresses of a cantileveredsingle leaf flexure in bending. Our equations include shear deformation and the warping effect in bending.
The results are compared with Euler-Bernoulli and Timoshenko beam theory, and are verified by finiteelement analysis (FEA)... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001960379 | oai_dc | A polynomial chaos method to the analysis of the dynamic behavior of spur gear system | A polynomial chaos method to the analysis of the dynamic behavior of spur gear system | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"A. Guerine(University Road); A. El Hami(National School of Engineers of Sfax); T. Fakhfakh(National School of Engineers of Sfax); M. Haddar(National School of Engineers of Sfax)"
] | In this paper, we propose a new method for taking into account uncertainties based on the projection on polynomial chaos. The new approach is used to determine the dynamic response of a spur gear system with uncertainty associated to gear system parameters and this uncertainty must be considered in the analysis of the ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001921295 | oai_dc | Analytical model for the composite effect of coupled beams with discrete shear connectors | Analytical model for the composite effect of coupled beams with discrete shear connectors | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Tianxin Zheng(University of Nottingham Ningbo); Yong Lu(The University of Edinburgh); Asif Usmani(The University of Edinburgh)"
] | Two-layer coupled or composite beams with discrete shear connectors of finite dimensions are commonly encountered in pre-fabricated construction. This paper presents the development of simplified closed-form solutions for such type of coupled beams for practical applications. A new coupled beam element is proposed to r... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001921289 | oai_dc | FE model updating method incorporating damping matrices for structural dynamic modifications | FE model updating method incorporating damping matrices for structural dynamic modifications | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Vikas Arora(University of Southern Denmark)"
] | An accurate finite element (FE) model of a structure is essential for predicting reliably its dynamic characteristics. Such a model is used to predict the effects of structural modifications for dynamic design of the structure. These modifications may be imposed by design alterations for operating reasons. Most of the ... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001921287 | oai_dc | A curved shell finite element for the geometrically non-linear analysis of box-girder beams curved in plan | A curved shell finite element for the geometrically non-linear analysis of box-girder beams curved in plan | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Ü lkü H. Çalık-Karaköse(Istanbul Technical University); Engin Orakdöğen(Istanbul Technical University); Ahmet I. Saygun(Istanbul Technical University); Harm Askes(University of Sheffield)"
] | A four-noded curved shell finite element for the geometrically non-linear analysis of beams curved in plan is introduced. The structure is conceived as a sequence of macro-elements (ME) having the form of transversal segments of identical topology where each slice is formed using a number of the curved shell elements w... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001921291 | oai_dc | Design of MR dampers to prevent progressive collapse of moment frames | Design of MR dampers to prevent progressive collapse of moment frames | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"김진구(성균관대학교); 이승준(Samsung Engineering and Construction); 민경원(단국대학교)"
] | In this paper the progressive collapse resisting capacity of steel moment frames with MR dampers is evaluated, and a preliminary design procedure for the dampers to prevent progressive collapse is suggested. Parametric studies are carried out using a beam-column subassemblage with varying natural period, yield strength... | 토목공학 | null | kci_detailed_000066.xml | |||
ART001921292 | oai_dc | Damage assessment from curvature mode shape using unified particle swarm optimization | Damage assessment from curvature mode shape using unified particle swarm optimization | {
"journal_name": "국제구조공학회",
"publisher": null,
"pub_year": null,
"pub_month": null,
"volume": null,
"issue": null
} | [
"Bharadwaj Nanda(Indian Institute of Technology); Damodar Maity(Indian Institute of Technology); Dipak Kumar Maiti(Indian Institute of Technology)"
] | A two-step procedure to detect and quantify damages in structures from changes in curvature mode shapes is presented here. In the first step the maximum difference in curvature mode shapes of the undamaged and damaged structure are used for visual identification of the damaged internal-substructure. In the next step, t... | 토목공학 | null | kci_detailed_000066.xml |
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