Numerical identification of advanced progressive collapse resisting mechanisms for RC framed structures
Abstract eng: Progressive collapse theoretical and experimental studies reveal the existence of several resisting mechanisms apart from well-known Flexural Action mechanism, currently considered even in recent risk assessment guidelines. This paper’s main objective is to numerically identify, starting from a well-known experimental study, the supplementary resisting mechanisms of RC frame structures. In addition, a series of parametrical studies are carried out to achieve a better understanding of the supplementary progressive collapse resisting mechanisms, as well as their effectiveness on the ultimate load bearing capacity of structures.
Contributors:
Publisher:
Taylor and Francis Group, London, UK
Conference Title:
Conference Title:
Sixth International Conference on Structural Engineering, Mechanics and Computation
Conference Venue:
Cape Town, South Africa
Conference Dates:
2016-09-05 / 2016-09-07
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2016-09-20, last modified 2016-09-20
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