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Self-centering building system composed of rocking structural members
2008T Azuhata, M Midorikawa, T Ishihara
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Seismic Displacement Demands on Self-Centering Single-Degree-of-Freedom Systems
2015Most conventional seismic design intends for key structural members to yield in order to limit seismic forces, leading to structural damage after a major earthquake. To minimize this structural damage, self-centering systems are being developed. But how to estimate the peak seismic displacement of a self-centering system remains a problem for practical
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Shaking table test and numerical simulation of a 1/2‐scale self‐centering reinforced concrete frame
Earthquake Engineering and Structural Dynamics, 2015Xilin Lu, Ye Cui, Wenjun Gao
exaly
Innovative use of a shape memory alloy ring spring system for self-centering connections
Engineering Structures, 2017Cheng Fang, Yiyi Chen, James M Ricles
exaly
Hybrid simulation testing of a self‐centering rocking steel braced frame system
Earthquake Engineering and Structural Dynamics, 2014Matthew R Eatherton, Jérôme F Hajjar
exaly

