Resistance of Reinforced Concrete Frames to Progressive Collapse at Catenary Action of Beams

Resistance of Reinforced Concrete Frames to Progressive Collapse at Catenary Action of Beams

The specific properties of deformation and failure of a reinforced concrete frame are investigated under sequential realization of arch and catenary action of beams after removal of the middle row column. Numerical modeling with the use of solid- and beam-type finite element models is performed for...

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Bibliographic Details
Main Authors: V. I. Kolchunov, S. Yu. Savin
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2024-06-01
Series:Железобетонные конструкции
Subjects:
reinforced concrete
frame
beam
arch action
catenary action
accidental design action
finite element method
Online Access:https://www.g-b-k.ru/jour/article/view/50
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