Shake Table Studies and Analysis of a Two-Span RC Bridge Model Subjected to a Fault Rupture-Reference-Cited by-同舟云学术

Shake Table Studies and Analysis of a Two-Span RC Bridge Model Subjected to a Fault Rupture

Published:2014-08 Issue:8 Volume:19 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Saiidi M. Saiid¹,Vosooghi Ashkan²,Choi Hoon³,Somerville Paul⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Mail Stop 258, Univ. of Nevada, Reno, NV 89557 (corresponding author).

2. Senior Bridge Engineer, AECOM Transportation, 2020 L St., Suite 300, Sacramento, CA 95811; formerly, Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Nevada at Reno, Reno, NV 89557.

3. Deputy General Manager, Engineering and Construction Group, Samsung C&T Corporation, 18th Fl. Samsung C&T Corp. Bldg., 1321-20, Seocho2-Dong, Seocho-Gu, Seoul 137-956, Korea.

4. Principal Seismologist, URS Corporation, 915 Wilshire Blvd., Los Angeles, CA 90017-3437.

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.1943-5592.0000478

Reference11 articles.

1. CALTRANS. (2010). Seismic design criteria (SDC) Version 1.6 Sacramento CA.

2. Choi H. Saiidi M. and Somerville P. (2007). “Effects of near-fault ground motion and fault-rupture on the seismic response of reinforced concrete bridges.” Rep. No. CCEER-07-06 Center for Civil Engineering Earthquake Research Dept. of Civil Engineering Univ. of Nevada Reno Reno NV.

3. Gloyd S. Fares R. Sánchez A. and Trinh C. (2002). “Designing ordinary bridges for ground fault rupture.” Proc. 3rd National Seismic Conf. and Workshop on Bridges and Highways Rep. No. MCEER-02-SP04 Multidisciplinary Center for Earthquake Engineering Research Univ. at Buffalo Buffalo NY.

4. Linear Analysis of Ordinary Bridges Crossing Fault-Rupture Zones

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