Nonlinear analysis of the progressive collapse of reinforced concrete plane frames using a multilayered beam formulation

Nonlinear analysis of the progressive collapse of reinforced concrete plane frames using a multilayered beam formulation

This work investigates the response of two reinforced concrete (RC) plane frames after the loss of a column and their potential resistance for progressive collapse. Nonlinear dynamic analysis is performed using a multilayered Euler/Bernoulli beam element, including elasto-viscoplastic effects. The m...

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Hlavní autoři: C. E. M. Oliveira, E. A. P. Batelo, P. Z. Berke, R. A. M. Silveira, T. J. Massart
Médium: Článek
Jazyk:English
Vydáno: Instituto Brasileiro do Concreto (IBRACON)
Edice:Revista IBRACON de Estruturas e Materiais
Témata:
progressive collapse
reinforced concrete
nonlinear analysis
corotational formulation
layer discretization
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