Numerical study of dynamic buckling of steel columns subjected to underground explosion

Key Engineering Materials

Volumn 233-236, Issue I, 2002, Pages 211-216

  Hao, Hong ^a   Cheong, Hee Kiat ^b   Cui, Shijie ^b  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Dynamic buckling; Dynamic yielding; Peak particle velocity; Slenderness ratio; Underground explosion

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); DYNAMIC RESPONSE; ELASTOPLASTICITY; UNDERGROUND EXPLOSIONS; VIBRATIONS (MECHANICAL);

DYNAMIC BUCKLING; PEAK PARTICLE VELOCITIES; SLENDERNESS RATIO;

STEEL;

EID: 0036934288     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: None     Document Type: Conference Paper

References (8)

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8. S. J. Cui, H. Hao and H. K. Cheong: Experimental study of dynamic response, buckling and failure of steel columns under strong vertical ground motion, to be submitted to International Journal of Engineering Structures, (2002).