Cart (Loading....) | Create Account
Close category search window
 

Effect of axial compression ratio on shear strength of reinforced light-weight concrete shear walls

Sign In

Cookies must be enabled to login.After enabling cookies , please use refresh or reload or ctrl+f5 on the browser for the login options.

Formats Non-Member Member
$31 $13
Learn how you can qualify for the best price for this item!
Become an IEEE Member or Subscribe to
IEEE Xplore for exclusive pricing!
close button

puzzle piece

IEEE membership options for an individual and IEEE Xplore subscriptions for an organization offer the most affordable access to essential journal articles, conference papers, standards, eBooks, and eLearning courses.

Learn more about:

IEEE membership

IEEE Xplore subscriptions

1 Author(s)
Wang Mingdong ; Dept. of Civil Eng., Shandong Jiaotong Univ., Jinan, China

For practical reasons, the axial compression ratio has always been a vital element in light-weight concrete shear wall design relating to its own shear strength and ductility. In this paper, based on the experiment, the shear strength and failure mode of mid-rise light-weight concrete shear walls under cyclic loads, especially under different axial loads, are closely examined. By using a softened truss model, analysis if made and satisfactory agreement between the theoretical results and experimental data is achieved so as to present an approach of design for the designers.

Published in:

Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on

Date of Conference:

22-24 April 2011

Need Help?


IEEE Advancing Technology for Humanity About IEEE Xplore | Contact | Help | Terms of Use | Nondiscrimination Policy | Site Map | Privacy & Opting Out of Cookies

A not-for-profit organization, IEEE is the world's largest professional association for the advancement of technology.
© Copyright 2014 IEEE - All rights reserved. Use of this web site signifies your agreement to the terms and conditions.