Evaluation of Different Methods for Considering Bar-Concrete Interaction in Nonlinear Dynamic Analysis of RC Frames by Using Layer Section Theory

In this paper, the bond-slip effect has been applied to the numerical equations in the process of nonlinear dynamic analysis of reinforced concrete frames. The formulation is similar to that of the layer section theory, but the perfect bond assumption has been removed. The precision of the proposed...

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Bibliographic Details
Published in:Journal of Applied Sciences and Environmental Management
Main Authors: SS Hashemi, M Vaghefi
Format: Article
Language:English
Published: Joint Coordination Centre of the World Bank assisted National Agricultural Research Programme (NARP) 2011-08-01
Subjects:
Bond-slip effect
Pull-out effect
Dynamic analysis
Seismic analysis
RC frames
Online Access:https://www.ajol.info/index.php/jasem/article/view/68509

Internet

https://www.ajol.info/index.php/jasem/article/view/68509

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