A Strain-Based Post-Earthquake Serviceability Verification Method for Steel Frame-Typed Bridge Piers Installed with Seismic Dampers
Author:
Affiliation:
1. School of Civil Engineering, Southeast University, Nanjing, China
2. Department of Civil Engineering, Meijo University, Nagoya, Japan
Funder
Advanced Research Center for Natural Disaster Risk Reduction, Meijo University
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2016.1157531
Reference34 articles.
1. SEISMIC DEMAND OF BUCKLING-RESTRAINED BRACES INSTALLED IN STEEL ARCH BRIDGES UNDER REPEATED EARTHQUAKES
2. Simplified seismic design approach for steel portal frame piers with hysteretic dampers
3. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces
4. Steel braced frames with dual-core SCBs and sandwiched BRBs: Mechanics, modeling and seismic demands
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