Drift Capacity of Rectangular Reinforced Concrete Columns with Low Lateral Confinement and High-Axial Load-Reference-Cited by-同舟云学术

Drift Capacity of Rectangular Reinforced Concrete Columns with Low Lateral Confinement and High-Axial Load

Published:2003-06 Issue:6 Volume:129 Page:733-742
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lam S. S. E.¹,Wu B.²,Wong Y. L.¹,Wang Z. Y.³,Liu Z. Q.³,Li C. S.⁴

Affiliation:

1. Associate Professor, PhD, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong.

2. Professor, PhD, Dept. of Civil Engineering, South China Univ. of Technology, Guangzhou, China.

3. Research Student, School of Civil Engineering, Harbin Institute of Technology, Harbin, China.

4. Research Student, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong.

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%290733-9445%282003%29129%3A6%28733%29

Reference26 articles.

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3. Azizinamini A. Johal L. S. Hanson N. W. Musser D. W. and Corley W. G. (1988). “Effects of transverse reinforcement on seismic performance of columns—A partial parametric investigation.” Project No CR-9617 Construction Technology Laboratories Skokie Ill.

4. Implications of Experiments on the Seismic Behavior of Gravity Load Designed RC Beam-to-Column Connections

5. Inoue N. Inai E. Wada A. Kuramoto H. Fujimoto I. and Ilba M. (2000). “A shaking table test of reinforced concrete frames designed under old seismic regulations in Japan.” Proc. 12th World Conf. on Earthquake Engineering New Zealand Society for Earthquake Engineering Auckland New Zealand.

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