Collapse of Reinforced Concrete Column by Vehicle Impact

Author:

Tsang Hing-Ho,Lam Nelson T. K.

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Reference9 articles.

1. Energy Basis for Collision Severity

2. Crawford, J. E. , Holland, T. J. , Mendoza, P. J. & Murtha, R. N. (1983), A failure methodology based on shear deformation, in W. F.Chen & A. D. M.Lewis (eds.), Recent Advances in Engineering Mechanics and Their Impact on Civil Engineering Practice, Proceedings of the Fourth Engineering Mechanics Division Specialty Conference, ASCE, West Lafayette, IN, pp. 985–988.

3. A Comparison of Crush Stiffness Characteristics from Partial-Overlap and Full-Overlap Frontal Crash Tests

4. Rodsin, K. , Lam, N. , Wilson, J. & Goldsworthy, H. (2004), Shear controlled ultimate behaviour of non-ductile reinforced concrete columns, Proceedings of the Australian Earthquake Engineering Society Conference, Mount Gambier, Australia, Paper No. 17.

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