Modeling Residual Displacements of Concrete Bridge Columns under Earthquake Loads Using Fiber Elements-Reference-Cited by-同舟云学术

Modeling Residual Displacements of Concrete Bridge Columns under Earthquake Loads Using Fiber Elements

Published:2010-05 Issue:3 Volume:15 Page:240-249
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lee Won K.¹²,Billington Sarah L.¹²

Affiliation:

1. Engineer, Forell/Elsesser Engineers, Inc., 160 Pine St., Suite 600, San Francisco, CA 94111 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., 473 Via Ortega, Stanford, CA 94305-4020.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000059

Reference29 articles.

1. Inelastic spectra for displacement-based seismic design

2. Hachem M. M. Mahin S. A. and Moehle J. P. (2003). “Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading.” Rep. No. PEER 2003/06 Pacific Earthquake Engineering Research Center Univ. of California Berkeley Calif.

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