Engineering Structures - v. 32, n. 9 (September 2010)

Published:	September 2010

Articles in this Issue

Author(s)	Title	Page(s)
Kalantari, Afshin / Amjadian, Mohsen	An approximate method for dynamic analysis of skewed highway bridges with continuous rigid deck	2850-2860
Lepage, Andres / Hopper, Michael W. / Delgado, Sebastian A. / Dragovich, Jeff J.	Best-fit models for nonlinear seismic response of reinforced concrete frames	2931-2939
Zhou, H. Z. / Fan, F. / Zhu, E. C.	Buckling of reticulated laminated veneer lumber shells in consideration of the creep	2912-2918
Campione, Giuseppe / Minafò, Giovanni	Compressive behavior of short high-strength concrete columns	2755-2766
Mitoulis, Stergios A. / Tegos, Ioannis A. / Stylianidis, Kosmas C.	Cost-effectiveness related to the earthquake resisting system of multi-span bridges	2658-2671
Pachoumis, D. T. / Galoussis, E. G. / Kalfas, C. N. / Efthimiou, I. Z.	Cyclic performance of steel moment-resisting connections with reduced beam sections — experimental analysis and finite element model simulation	2683-2692
Ji, Hyo Seon / Song, Wenchao / Ma, Zhongguo John	Design, test and field application of a GFRP corrugated-core sandwich bridge	2814-2824
Nehdi, M. / Shahria Alam, M. / Youssef, M. A.	Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation	2518-2528
Ehland, A. / Williams, M. S. / Blakeborough, A.	Dynamic load model for fork-lift trucks	2693-2701
Eom, Tae-Sung / Park, Hong-Gun	Evaluation of energy dissipation of slender reinforced concrete members and its applications	2884-2893
Cashell, K. A. / Elghazouli, A. Y. / Izzuddin, B. A.	Experimental and analytical assessment of ductility in lightly reinforced concrete members	2729-2743
Franco, J. M. / Cahís, X. / Gracia, L. / López, F.	Experimental testing of a new anti-seismic dissipator energy device based on the plasticity of metals	2672-2682
Omer, E. / Izzuddin, B. A. / Elghazouli, A. Y.	Failure of unrestrained lightly reinforced concrete slabs under fire, Part I: Analytical models	2631-2646
Omer, E. / Izzuddin, B. A. / Elghazouli, A. Y.	Failure of unrestrained lightly reinforced concrete slabs under fire, Part II: Verification and application	2647-2657
Kallias, Alexandros N. / Rafiq, M. Imran	Finite element investigation of the structural response of corroded RC beams	2984-2994
Kim, Seung Eock / Nguyen, Huu Thanh	Finite element modeling and analysis of a hybrid steel–PSC beam connection	2557-2569
Mercan, Bulent / Schultz, Arturo E. / Stolarski, Henryk K.	Finite element modeling of prestressed concrete spandrel beams	2804-2813
Yang, Keun-Hyeok / Oh, Myoung-Ho / Kim, Myeong-Han / Lee, Ho-Chan	Flexural behavior of hybrid precast concrete beams with H-steel beams at both ends	2940-2949
Gulec, Cevdet K. / Whittaker, Andrew S. / Hooper, John D.	Fragility functions for low aspect ratio reinforced concrete walls	2894-2901
Lee, Phill-Seung / Noh, Hyuk-Chun	Inelastic buckling behavior of steel members under reversed cyclic loading	2579-2595
Caldas, Rodrigo Barreto / Sousa, João Batista M. / Fakury, Ricardo Hallal	Interaction diagrams for reinforced concrete sections subjected to fire	2832-2838
Konstantakopoulos, T. G. / Michaltsos, G. T.	A mathematical model for a combined cable system of bridges	2717-2728
Oliveira Pedro, José J. / Reis, Antonio J.	Nonlinear analysis of composite steel–concrete cable-stayed bridges	2702-2716
Jalali, A. / Dashti, F.	Nonlinear behavior of reinforced concrete shear walls using macroscopic and microscopic models	2959-2968
Akgün, Yenal / Gantes, Charis J. / Kalochairetis, Konstantinos E. / Kiper, Gökhan	A novel concept of convertible roofs with high transformability consisting of planar scissor-hinge structures	2873-2883
Moon, Do Young / Zi, Goangseup / Kim, Jang-Ho / Lee, Seung-Jung / Kim, Gyuseon	On strain change of prestressing strand during detensioning procedures	2570-2578
Sahoo, Dipti R. / Chao, Shih-Ho	Performance-based plastic design method for buckling-restrained braced frames	2950-2958
Fahmy, Mohamed F. M. / Wu, Zhishen / Wu, Gang / Sun, Zeyang	Post-yield stiffnesses and residual deformations of RC bridge columns reinforced with ordinary rebars and steel fiber composite bars	2969-2983
Wang, Hao / Li, Ai-Qun / Li, Jian	Progressive finite element model calibration of a long-span suspension bridge based on ambient vibration and static measurements	2546-2556
Hwang, Hoonhee / Yoon, Hyejin / Joh, Changbin / Kim, Byung-Suk	Punching and fatigue behavior of long-span prestressed concrete deck slabs	2861-2872
Valdebenito, M. A. / Schuëller, G. I.	Reliability-based optimization considering design variables of discrete size	2919-2930
Dang Hoang, T. / Herbelot, C. / Imad, A.	Rupture and damage mechanism analysis of a bolted assembly using coupling techniques between A.E. and D.I.C.	2793-2803
Iu, C. K. / Bradford, M. A.	Second-order elastic finite element analysis of steel structures using a single element per member	2606-2616
Barle, Jani / Grubisic, Vatroslav / Radica, Danko	Service strength validation of wind-sensitive structures, including fatigue life evaluation	2767-2775
Hassanein, M. F. / Kharoob, O. F.	Shear strength and behavior of transversely stiffened tubular flange plate girders	2617-2630
Pimanmas, Amorn / Chaimahawan, Preeda	Shear strength of beam–column joint with enlarged joint area	2529-2545
Zhao, Huiling / Kunnath, Sashi K. / Yuan, Yong	Simplified nonlinear response simulation of composite steel–concrete beams and CFST columns	2825-2831
Iervolino, Iunio / De Luca, Flavia / Cosenza, Edoardo	Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms	2776-2792
Faella, Ciro / Martinelli, Enzo / Nigro, Emidio	Steel–concrete composite beams in partial interaction: Closed-form "exact" expression of the stiffness matrix and the vector of equivalent nodal forces	2744-2754
Wang, Z. Y. / Tizani, W. / Wang, Q. Y.	Strength and initial stiffness of a blind-bolt connection based on the T-stub model	2505-2517
Nguyen, Quang-Huy / Hjiaj, Mohammed / Uy, Brian	Time-dependent analysis of composite beams with continuous shear connection based on a space-exact stiffness matrix	2902-2911
Pillai, R. G. / Hueste, M. D. / Gardoni, P. / Trejo, D. / Reinschmidt, K. F.	Time-variant service reliability of post-tensioned, segmental, concrete bridges exposed to corrosive environments	2596-2605
Shin, Jeong-Ryol / An, Yun-Kyu / Sohn, Hoon / Yun, Chung-Bang	Vibration reduction of high-speed railway bridges by adding size-adjusted vehicles	2839-2849

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Published on:
06/12/2018
Last updated on:
06/12/2018

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Engineering Structures - v. 32, n. 9 (September 2010)

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Engineering Structures - v. 32, n. 9 (September 2010)

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