Self-centering steel beam-to-column connections with novel superelastic SMA angles

Author:

Huang Jiahao,Zhu Songye,Wang Bin

Funder

Research Grants Council, University Grants Committee

Publisher

Elsevier BV

Reference44 articles.

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2. Recommended Seismic Design Criteria for New Moment-Resisting Steel Frame Structures;FEMA,2000

3. Permissible residual deformation levels for building structures considering both safety and human elements;McCormick,2008

4. Significance of residual drifts in building earthquake loss estimation;Ramirez;Earthq. Eng. Struct. Dyn.,2012

5. Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05;Erochko;J. Struct. Eng.,2011

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