CONTENTS
Volume 38, Number 2, 2011
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Active mass damper control for cable stayed bridge under construction: an experimental study
Hao Chen, Zhi Sun and Limin Sun
pages 141-156.
DOI: 10.12989/sem.2011.38.2.141
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Time-dependent analysis of cable trusses Part I. Closed-form computational model
S. Kmet and M. Tomko
pages 157-169.
DOI: 10.12989/sem.2011.38.2.157
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Time-dependent analysis of cable trusses Part II. Simulation-based reliability assessment
S. Kmet, M. Tomko and J. Brda
pages 171-193.
DOI: 10.12989/sem.2011.38.2.171
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Exact dynamic stiffness matrix for a thin-walled beam-column of doubly asymmetric cross-section
A. Shirmohammadzade, B. Rafe*1 and W.P. Howson
pages 195-210.
DOI: 10.12989/sem.2011.38.2.195
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The numerical solution of dynamic response of SDOF systems using cubic B-spline polynomial functions
S. Shojaee, S. Rostami and A. Moeinadini
pages 211-229.
DOI: 10.12989/sem.2011.38.2.211
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A load increment method for ductile reinforced concrete (RC) frame structures considering strain hardening effects
M. Gunhan Aksoylu and Konuralp Girgin
pages 231-247.
DOI: 10.12989/sem.2011.38.2.231
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How to reduce short column effects in buildings with reinforced concrete infill walls on basement floors
Murat Bikce
pages 249-259.
DOI: 10.12989/sem.2011.38.2.249