Self-Equilibrating Element for Second-Order Analysis of Semirigid Jointed Frames

Author:

Zhou Zhi-Hua,Chan Siu-Lai

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference26 articles.

1. Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method

2. Large deflection kinematic formulations for three-dimensional framed structures

3. Chan S. L. and Ho G. W. M. (1990). “A comparative study on the nonlinear numerical algorithms.” Proc. 3rd Int.Conf. on Adv. in Numerical Methods in Engrg. Theory and Applications Univ. Coll. Swansea Swansea U.K. 552–565.

4. Chan S. L. and Yau C. Y. (1992). “Nonlinear analysis of roof truss composed of pinned rigid and semi-rigid jointed members.” Proc. Int. Congr. on Innovative Long Span Struct . Toronto Canada 175–185.

5. Pointwise Equilibrating Polynomial Element for Nonlinear Analysis of Frames

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