Prediction of the Lateral Load-Displacement Curves for Reinforced Concrete Squat Walls Failing in Shear-Reference-Cited by-同舟云学术

Prediction of the Lateral Load-Displacement Curves for Reinforced Concrete Squat Walls Failing in Shear

Published:2017-10 Issue:10 Volume:143 Page:04017141
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Weng Pu-Wen¹,Li Yi-An¹,Tu Yaw-Shen²,Hwang Shyh-Jiann³

Affiliation:

1. Assistant Researcher, National Center for Research on Earthquake Engineering, 200, Sec. 3, HsinHai Rd., Taipei 10668, Taiwan.

2. Associate Professor, Dept. of Civil Engineering, De Lin Institute of Technology, 1, Ln. 380, Qingyun Rd., Tucheng District, New Taipei City 23654, Taiwan.

3. Professor, Dept. of Civil Engineering, National Taiwan Univ., 1, Sec. 4, Roosevelt Rd., Taipei 10617, Taiwan; Director, National Center for Research on Earthquake Engineering, 200, Sec. 3, HsinHai Rd., Taipei 10668, Taiwan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001872

Reference26 articles.

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4. Axial capacity model for shear-damaged columns;Elwood K. J.;ACI Struct. J.,2005

5. Fukuzawa R. Chiba O. Hatori T. Yagishita K. and Watabe M. (1988). “Study on load-deflection characteristics of heavily reinforced concrete shear walls.” Proc. 9th World Conf. on Earthquake Engineering International Association for Earthquake Engineering Tokyo.

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