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...
Главные авторы: | , , , , |
---|---|
Формат: | Статья |
Язык: | English |
Опубликовано: |
Instituto Brasileiro do Concreto (IBRACON)
|
Серии: | Revista IBRACON de Estruturas e Materiais |
Предметы: | |
Online-ссылка: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952014000500007&lng=en&tlng=en |