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Seismic performance of post-mainshock FRP/steel repaired RC bridge columns subjected to aftershocks

  • Published:2015-04 Issue: Volume:72 Page:183-198
  • ISSN:1359-8368
  • Container-title:Composites Part B: Engineering
  • language:en
  • Short-container-title:Composites Part B: Engineering

Author:

Fakharifar Mostafa,Chen Genda,Sneed Lesley,Dalvand Ahmad

Funder

Missouri University of Science and Technology

U.S. National Science Foundation

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference78 articles.

1. Bridge seismic retrofit program planning to maximize postearthquake transportation network capacity;Chang;J Inf Syst,2012

2. USGS, United states geological survey, 2012. .

3. Collapse fragility of steel structures subjected to earthquake mainshock–aftershock sequences;Li;J Struct Eng,2014

4. Evaluation of post-earthquake axial load capacity of circular bridge columns;Terzic;ACI Struct J,2014

5. Effects of multiple earthquakes on inelastic structural response;Di Sarno;Eng Struct,2013

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