Seismic Axial Collapse of Shear Damaged Heavily Reinforced Shear Walls Experiencing Cyclic Tension–Compression Excursions: A Modified Mohr’s Axial Capacity Model-Reference-Cited by-同舟云学术

Seismic Axial Collapse of Shear Damaged Heavily Reinforced Shear Walls Experiencing Cyclic Tension–Compression Excursions: A Modified Mohr’s Axial Capacity Model

Published:2018-06-05 Issue:10 Volume:24 Page:1602-1623
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Looi Daniel¹,Leung Su Ray¹

Affiliation:

1. Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong

Funder

Research Grants Council of the Hong Kong SAR

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2018.1475314

Reference46 articles.

1. Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments

2. Performance of tall buildings in Viña del Mar in the 27 February 2010 offshore Maule, Chile earthquake

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