Probabilistic Drift Limits and Performance Evaluation of Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Probabilistic Drift Limits and Performance Evaluation of Reinforced Concrete Columns

Published:2005-06 Issue:6 Volume:131 Page:966-978
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lu Yong¹²²,Gu Xiaoming¹²²,Guan Jiong¹²²

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

2. Graduate Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

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%282005%29131%3A6%28966%29

Reference30 articles.

1. Ang B. G. Priestley M. J. N. and Park R. (1981). “Ductility of reinforced concrete bridge piers under seismic loading.” Rep. No. 81-3 Dept. of Civil Engineering Univ. of Canterbury Christchurch.

2. Displacement spectra for seismic design;Bommer J. J.;J. Earthquake Eng.,1999

3. Displacement-based seismic design of multi-degree-of-freedom bridge structures

4. Rotational capacity of reinforced concrete beams;Corley W. G.;J. Struct. Div. ASCE,1966

5. Davey B. E. and Park R. (1975). “Reinforced concrete piers under seismic loading.” Rep. No. 75-3 Dept. of Civil Engineering Univ. of Canterbury Christchurch.

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