Structural collapse analysis of framed structures under impact loads using ASI-Gauss finite element method

Author:

Lynn K.M.,Isobe D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference9 articles.

1. Cundall PA. A computer model for simulating progressive, large-scale movement in blocky rock system. In: Proceedings of the international symposium on rock mechanics. Nancy, France, vol. II-8, 1971. p. 129–36.

2. Shi GH, Goodman RE. Discontinuous deformation analysis. In: Proceedings of the 25th US Symposium on rock mechanics. Evanston, Illinois, USA, 1984. p. 269–77.

3. Nonlinear simulation of RC structures using applied element method;Tagel-Din;Struct Eng/Earthquake Eng,2000

4. Adaptively shifted integration technique for finite element collapse analysis of framed structures;Toi;Int. J. Num. Methods Eng.,1993

5. Finite element analysis of quasi-static and dynamic collapse behaviors of framed structures by the adaptively shifted integration technique;Toi;Comput Struct,1996

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