Nonlinear inelastic simulation of high‐rise buildings with innovative composite coupling shear walls and CFST columns
Author:
Affiliation:
1. Department of Infrastructure Engineering The University of Melbourne Parkville Victoria Australia
2. School of Civil Engineering The University of Sydney Sydney New South Wales Australia
Funder
Australian Research Council
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1883
Reference61 articles.
1. Behavior and strength of circular concrete-filled tube columns
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5. Finite element modelling of concrete-filled steel stub columns under axial compression
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