Seismic Response of Bridges with Rocking Foundations Compared to Fixed-Base Bridges at a Near-Fault Site-Reference-Cited by-同舟云学术

Seismic Response of Bridges with Rocking Foundations Compared to Fixed-Base Bridges at a Near-Fault Site

Published:2014-05 Issue:5 Volume:19 Page:04014007
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Antonellis Grigorios¹,Panagiotou Marios²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California–Berkeley, Berkeley, CA 94720-1710.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California–Berkeley, Berkeley, CA 94720-1710 (corresponding author).

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.1943-5592.0000570

Reference44 articles.

1. Allmond J. and Kutter B. L. (2012). “Centrifuge testing of rocking foundations on saturated sand and unconnected piles: The fluid response.” GeoCongress 2012 ASCE Reston VA 1760–1769.

2. Antonellis G. and Panagiotou M. (2013). “Seismic design and performance of bridges with columns on rocking foundations.” Rep. No. 2013/21 Pacific Earthquake Engineering Research Center Berkeley CA.

3. Seismic response of slender rigid structures with foundation uplifting

4. Astaneh-Asl H. and Roberts J. eds. (1996). Proceedings of the second US seminar on seismic design evaluation and retrofit of steel bridges San Francisco.

5. Aviram A. Stojadinovic B. Parra-Montesinos G. J. and Mackie K. R. (2010). “Structural response and cost characterization of bridge construction using seismic performance enhancement strategies.” PEER Rep. No. 2010/01 Pacific Earthquake Engineering Research Center Univ. of California–Berkeley Berkeley CA.

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