CONTENTS
Volume 35, Number 2, 2010
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Accuracy of structural computation on simplified shape
P. Marin
Abstract | Full Text (1.66 MB)
pages 127-140.
DOI: 10.12989/sem.2010.35.2.127
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Shear deformation effect in flexural-torsional buckling analysis of beams of arbitrary cross section by BEM
E.J. Sapountzakis and J.A. Dourakopoulos
Abstract | Full Text (3.65 MB)
pages 141-173.
DOI: 10.12989/sem.2010.35.2.141
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New decoupled wavelet bases for multiresolution structural analysis
Youming Wang, Xuefeng Chen, Yumin He and Zhengjia He
Abstract | Full Text (0.95 MB)
pages 175-190.
DOI: 10.12989/sem.2010.35.2.175
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Post-buckling analysis of piles by perturbation method
M.H. Zhao, W. He and Q.S. Li
Abstract | Full Text (0.64 MB)
pages 191-203.
DOI: 10.12989/sem.2010.35.2.191
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Piecewise exact solution for seismic mitigation analysis of bridges equipped with sliding-type isolators
C.S. Tsai, Yung-Chang Lin, Wen-Shin Chen, Tsu-Cheng Chiang and Bo-Jen Chen
Abstract | Full Text (0.84 MB)
pages 205-215.
DOI: 10.12989/sem.2010.35.2.205
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Free vibration analysis of moderately thick rectangular laminated composite plates with arbitrary boundary conditions
A.M. Naserian-Nik and M. Tahani
Abstract | Full Text (2.72 MB)
pages 217-240.
DOI: 10.12989/sem.2010.35.2.217
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Numerical analyses of the force transfer in concrete-filled steel tube columns
Uwe Starossek, Nabil Falah and Thomas Lohning
Abstract | Full Text (3.94 MB)
pages 241-256.
DOI: 10.12989/sem.2010.35.2.241
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A new structural damage detection index based on analyzing vibration modes by the wavelet transform
Hakan Gokdag and Osman Kopmaz
Abstract | Full Text (0.56 MB)
pages 257-260.
DOI: 10.12989/sem.2010.35.2.257
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Closed-form solutions on bending of cantilever twisted Timoshenko beams under various bending loads
Wei-Ren Chen
Abstract | Full Text (0.41 MB)
pages 261-264.
DOI: 10.12989/sem.2010.35.2.261