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...

Полное описание

Библиографические подробности
Главные авторы: C. E. M. Oliveira, E. A. P. Batelo, P. Z. Berke, R. A. M. Silveira, T. J. Massart
Формат: Статья
Язык:English
Опубликовано: Instituto Brasileiro do Concreto (IBRACON)
Серии:Revista IBRACON de Estruturas e Materiais
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Online-ссылка:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000500007&lng=en&tlng=en