CONTENTS
Volume 34, Number 6, 2010
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Analytical solution of two-layer beam including interlayer slip and uplift
Ales Kroflic, Igor Planinc, Miran Saje and Bojan cas
pages 667-683.
DOI: 10.12989/sem.2010.34.6.667
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Nonlinear dynamic analysis of reinforced concrete shell structures
T.-H. Kim, J.-G. Park, J.-H. Choi and H.M. Shin
pages 685-702.
DOI: 10.12989/sem.2010.34.6.685
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The use of discontinuous first and second-order mixed boundary elements for 2D elastostatics
M.H. Severcan, A.K. Tanrikulu, A.H. Tanrikulu and I.O. Deneme
pages 703-718.
DOI: 10.12989/sem.2010.34.6.703
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Influence of lateral motion of cable stays on cable-stayed bridges
P.H. Wang, M.Y. Liu, Y.T. Huang and L.C. Lin
pages 719-738.
DOI: 10.12989/sem.2010.34.6.719
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Pretension process control based on cable force observation values for prestressed space grid structures
Zhen Zhou, Shao-ping Meng and Jing Wu
pages 739-753.
DOI: 10.12989/sem.2010.34.6.739
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Characterization and modeling of near-fault pulse-like strong ground motion via damage-based critical excitation method
Abbas Moustafa and Izuru Takewaki
pages 755-778.
DOI: 10.12989/sem.2010.34.6.755
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A new high-order response surface method for structural reliability analysis
Hong-Shuang Li, Zhen-Zhou Lu and Hong-Wei Qiao
pages 779-799.
DOI: 10.12989/sem.2010.34.6.779
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A new analytical method for deformation of composite steel-concrete straight box girders with interfacial slip
Pengzhen Lu and Renda Zhao
pages 801-804.
DOI: 10.12989/sem.2010.34.6.801
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Free vibration analysis of a beam with arbitrarily distributed rigid beam segments using elastic-and-rigid-combined beam element
Jia-Jang Wu
pages 805-808.
DOI: 10.12989/sem.2010.34.6.805