Self‐centering friction spring dampers for seismic resilience-Reference-Cited by-同舟云学术

Self‐centering friction spring dampers for seismic resilience

Published:2019-04-25 Issue:9 Volume:48 Page:1045-1065
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Wang Wei¹,Fang Cheng¹^ORCID,Zhao Yashuo¹,Sause Richard²,Hu Shuling¹,Ricles James²

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering & Department of Structural EngineeringTongji University Shanghai China

2. Advanced Technology for Large Structural Systems (ATLSS) Engineering Research Center, Department of Civil and Environmental EngineeringLehigh University Bethlehem Pennsylvania USA

Funder

National Natural Science Foundation of China

Tongji University

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3174

Reference38 articles.

1. McCormickJ AburanoH IkenagaM NakashimaM.Permissible residual deformation levels for building structures considering both safety and human elements. Proc. 14th World Conf. Earthquake Engineering Seismological Press of China Beijing 2008.

2. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05

3. Posttensioned Seismic-Resistant Connections for Steel Frames

4. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections

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