Seismic robustness of self‐centering braced frames suffering tendon failure
Author:
Affiliation:
1. State Key Laboratory of Disaster Reduction in Civil Engineering & Department of Structural Engineering Tongji University Shanghai China
2. Department of Building & Real Estate The Hong Kong Polytechnic University, Hung Hom Kowloon Hong Kong China
Funder
National Natural Science Foundation of China
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3421
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3. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05
4. Posttensioned Seismic-Resistant Connections for Steel Frames
5. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections
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