Nonlinear multilevel analysis of reinforced concrete frames

Nonlinear multilevel analysis of reinforced concrete frames

Full range analysis of reinforced concrete (RC) members covering the post-crack and post-peak regimes is important for obtaining the deformation response and failure mode of structural members. When a RC member is subject to an increasing external load, the critical sections would exhibit cracking...

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Bibliographic Details
Main Authors: Pui Lam Ng, Jeffery Yuet Kee Lam, Albert Kwok Hung Kwan
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2016-04-01
Series:Engineering Structures and Technologies
Subjects:
multilevel analysis
reinforced concrete frames
sectional analysis
stiffness degradation
stress relief
strain localisation
Online Access:https://journals.vgtu.lt/index.php/EST/article/view/2804

Internet

https://journals.vgtu.lt/index.php/EST/article/view/2804

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