Structural Engineering and Mechanics

CONTENTS

Volume 17, Number 6, 2004

• 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 (1K)

  pages 735-749.

  DOI: 10.12989/sem.2004.17.6.735

• 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 (1K)

  pages 751-766.

  DOI: 10.12989/sem.2004.17.6.751

• 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 (2K)

  pages 767-788.

  DOI: 10.12989/sem.2004.17.6.767

• The G. D. Q. method for the harmonic dynamic analysis of rotational shell structural elements

  Erasmo Viola and Edoardo Artioli

  Abstract | Full Text (10K)

  pages 789-817.

  DOI: 10.12989/sem.2004.17.6.789

• Structural analysis based on multiresolution blind system identification algorithm

  Gee-Pinn James Too, Chih-Chung Kenny Wang and Rumin Chao

  Abstract | Full Text (4K)

  pages 819-828.

  DOI: 10.12989/sem.2004.17.6.819

• 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 (1K)

  pages 829-862.

  DOI: 10.12989/sem.2004.17.6.829

• Bond strength modeling for corroded reinforcement in reinforced concrete

  Xiaohui Wang and Xila Liu

  Abstract | Full Text (1K)

  pages 863-878.

  DOI: 10.12989/sem.2004.17.6.863

• A continuity method for bridges constructed with precast prestressed concrete girders

  Hwan Woo Lee, Robert W. Barnes and Kwang Yang Kim

  Abstract | Full Text (4K)

  pages 879-898.

  DOI: 10.12989/sem.2004.17.6.879