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

Published:	September 2010

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

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

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

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.