Finite element analysis of quasi-static and dynamic collapse behaviors of framed structures by the adaptively shifted integration technique

Computers and Structures

Volumn 58, Issue 5, 1996, Pages 947-955

  Toi, Y ^a   Isobe, D ^a  

^a INSTITUTE OF INDUSTRIAL SCIENCE   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; INTEGRATION; LOADS (FORCES); MATHEMATICAL MODELS;

ADAPTIVELY SHIFTED INTEGRATION; BERNOULLI-EULER HYPOTHESIS; CUBIC BEAM ELEMENTS; DYNAMIC COLLAPSE; GAUSSIAN POINTS; QUASI-STATIC COLLAPSE;

STRUCTURAL FRAMES;

EID: 0030567167     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7949(95)00195-M     Document Type: Article

References (9)

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3. Y. Toi and D. Isobe, Adaptively shifted integration technique for nonlinear finite element analysis of framed structures. In: Proc. 3rd World Congress on Computational Mechanics, Makuhari, 1-5, August (1994).
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