CONTENTS
Volume 24, Number 2, 2006
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A failure criterion for RC members under triaxial compression
Hansan Orhun Koksal
pages 137-154.
DOI: 10.12989/sem.2006.24.2.137
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Optimal shape design of contact systems
F. F. Mahmoud, A. G. El-Shafei and M. M. Al-Saeed
pages 155-180.
DOI: 10.12989/sem.2006.24.2.155
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Analysis of the shear failure process of masonry by means of a meso-scopic mechanical modeling approach
Shuhong Wang, Chun\'an Tang and Peng Jia
pages 181-194.
DOI: 10.12989/sem.2006.24.2.181
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Flexural ductility of HSC members
A. A. Maghsoudi and H. Akbarzadeh Bengar
pages 195-212.
DOI: 10.12989/sem.2006.24.2.195
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Propagation of non-uniformly modulated evolutionary random waves in a stratified viscoelastic solid
Q. Gao, P. Howson, A. Watson and J. H. Lin
pages 213-225.
DOI: 10.12989/sem.2006.24.2.213
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A compressible finite element model for hyperelastic members under different modes of deformation
M. C. Manna and A. H. Sheikh and R. Bhattacharyya
pages 227-245.
DOI: 10.12989/sem.2006.24.2.227
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Buckling analysis of partially embedded pile in elastic soil using differential transform method
Seval Catal and Hikmet Huseyin Catal
pages 247-268.
DOI: 10.12989/sem.2006.24.2.247
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Adaptive finite element buckling analysis of folded plate structures
Myung-Kwan Song, Kyeong-Ho Kim and Sun-Hoon Kim
pages 269-273.
DOI: 10.12989/sem.2006.24.2.269