Influence of shape memory alloy brace design parameters on seismic performance of self‐centering steel frame buildings
Author:
Affiliation:
1. School of Civil EngineeringGuangzhou University Guangzhou China
2. Department of Civil and Environmental EngineeringUniversity of Virginia Charlottesville Virginia
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2462
Reference47 articles.
1. State-of-the-Art Review on Seismic Design of Steel Structures
2. Seismic performance of Concentrically Braced Frames with non-buckling braces: A comparative study
3. Aftershock seismic assessment taking into account postmainshock residual drifts
4. FEMA P‐58.Seismic performance assessment of buildings.Federal Emergency Management Agency.2012.
5. Seismic response attenuation of structures using shape memory alloy dampers
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