CONTENTS
Volume 17, Number 6, 2004
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A fourth order finite difference method applied to elastodynamics: Finite element and boundary element formulations
L. A. Souza, J. A. M. Carrer and C. J. Martins
Abstract | Full Text (1.25 MB)
pages 735-749.
DOI: 10.12989/sem.2004.17.6.735
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A new hierarchic degenerated shell element for geometrically non-linear analysis of composite laminated square and skew plates
Kwang-Sung Woo, Jin-Hwan Park, and Chong-Hyun Hong
Abstract | Full Text (1.34 MB)
pages 751-766.
DOI: 10.12989/sem.2004.17.6.751
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Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations
S. Rajendran, and S. Subramanian
Abstract | Full Text (2.08 MB)
pages 767-788.
DOI: 10.12989/sem.2004.17.6.767
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The G. D. Q. method for the harmonic dynamic analysis of rotational shell structural elements
Erasmo Viola and Edoardo Artioli
Abstract | Full Text (10.0 MB)
pages 789-817.
DOI: 10.12989/sem.2004.17.6.789
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Structural analysis based on multiresolution blind system identification algorithm
Gee-Pinn James Too, Chih-Chung Kenny Wang and Rumin Chao
Abstract | Full Text (4.18 MB)
pages 819-828.
DOI: 10.12989/sem.2004.17.6.819
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Nonlinear analysis of reinforced concrete beam elements subject to cyclical combined actions of torsion, biaxial flexure and axial forces
Gian Michele Cocchi and Paolo Tiriaca
Abstract | Full Text (1.39 MB)
pages 829-862.
DOI: 10.12989/sem.2004.17.6.829
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Bond strength modeling for corroded reinforcement in reinforced concrete
Xiaohui Wang and Xila Liu
Abstract | Full Text (1.00 MB)
pages 863-878.
DOI: 10.12989/sem.2004.17.6.863
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A continuity method for bridges constructed with precast prestressed concrete girders
Hwan Woo Lee, Robert W. Barnes and Kwang Yang Kim
Abstract | Full Text (3.52 MB)
pages 879-898.
DOI: 10.12989/sem.2004.17.6.879