Seismic Risk Assessment of Four-Span Bridges in Montreal Designed Using the Canadian Bridge Design Code
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 0C3.
2. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 0C3 (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.1943-5592.0000499
Reference29 articles.
1. Earthquake Ground-Motion Prediction Equations for Eastern North America
2. Effects of Seismicity Models and New Ground-Motion Prediction Equations on Seismic Hazard Assessment for Four Canadian Cities
3. Effect of abutment modeling on the seismic response of bridge structures
4. A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon
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