Vulnerability Sensitivity of Curved Precast-Concrete I-Girder Bridges with Various Configurations Subjected to Multiple Ground Motions
Author:
Affiliation:
1. Bridge E.I.T, HDR, 701 Xenia Ave. South, Suite 600, Minneapolis, MN 55416.
2. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57007 (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.1943-5592.0000973
Reference52 articles.
1. Abdelnaby A. Raji F. Yohannes A. Naimi A. Mishra S. and Golias M. (2014). “Impacts of the 1811–1812 earthquakes on existing transportation networks in Memphis area.” 10th U.S. National Conf. on Earthquake Engineering Frontiers of Earthquake Engineering (10NCEE) July 21–25 2014 Anchorage AK.
2. Analytical Fragility Functions for Horizontally Curved Steel I-Girder Highway Bridges
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