CONTENTS
Volume 19, Number 2, 2005
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Automatic modal identification and variability in measured modal vectors of a cable-stayed bridge
Y. Q. Ni, K. Q. Fan, G. Zheng and J. M. Ko
pages 123-139.
DOI: 10.12989/sem.2005.19.2.123
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Finite element vibration and damping analysis of a partially covered cantilever beam
Mustafa Yaman
pages 141-151.
DOI: 10.12989/sem.2005.19.2.141
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Nonlinear analysis using load-displacement control
Young-Doo Kwon, Hyun-Wook Kwon and Beom-Soo Lim
pages 153-172.
DOI: 10.12989/sem.2005.19.2.153
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Numerical study of stress states near construction joint in two-plate-girder bridge with cast-in-place PC slab
Eiki Yamaguchi, Naoki Hirayama, Takemi Kubo and Yoshinobu Kubo
pages 173-184.
DOI: 10.12989/sem.2005.19.2.173
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Effects of strain hardening of steel reinforcement on flexural strength and ductility of concrete beams
J. C. M. Ho, F. T. K. Au and A. K. H. Kwan
pages 185-198.
DOI: 10.12989/sem.2005.19.2.185
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An assumed-stress finite element for static and free vibration analysis of Reissner-Mindlin plates
Kutlu Darilmaz
pages 199-215.
DOI: 10.12989/sem.2005.19.2.199
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Effect of varying the size of flatbar stiffeners on the buckling behaviour of thin cylinders on local supports
Wesley Vanlaere, Rudy Van Impe, Guy Lagae and Thomas Maes
pages 217-230.
DOI: 10.12989/sem.2005.19.2.217
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The torsional buckling analysis for cylindrical shell with material non-homogeneity in thickness direction under impulsive loading
A. H. Sofiyev
pages 231-236.
DOI: 10.12989/sem.2005.19.2.231