Shake-Table Studies of a Four-Span Reinforced Concrete Bridge-Reference-Cited by-同舟云学术

Shake-Table Studies of a Four-Span Reinforced Concrete Bridge

Published:2013-08 Issue:8 Volume:139 Page:1352-1361
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Saiidi M. Saiid¹,Vosooghi Ashkan²,Nelson Robert B.³

Affiliation:

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

2. 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. Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of Nevada at Reno, Reno, NV 89557.

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%29ST.1943-541X.0000790

Reference18 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for 475 structural concrete.” ACI 318-08 Farmington Hills MI.

2. Applied Technology Council (ATC)/Multidisciplinary Center for Earthquake Engineering Research (MCEER). (2003). Recommended LRFD guidelines for the seismic design of highway bridges. Part 1: Specifications. National Cooperative Highway Research Federal Highway Administration 12–49.

3. Caltrans. (2000). Caltrans bridge design specifications . Sacramento CA.

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