Experimental study on the seismic performance of angle connected high-strength steel moment resisting beam-column joint
Author:
Funder
Xi'an University of Technology
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference26 articles.
1. Experimental study on seismic behavior of the self-centering RCS joint with replaceable buckling restrained dampers;Y;Eng. Struct.,2022
2. Cyclic loading tests of self-centering prestressed prefabricated steel beam-column joint with weakened FCP;Jiang;Eng. Struct.,2022
3. Experimental study of pipe-fuse damper for passive energy dissipation in structures;Aghlara;J. Constr. Steel Res.,2018
4. Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing;Guo;Soil Dyn. Earthq. Eng.,2022
5. Lead-rubber-bearing with negative stiffness springs (LRB-NS) for base-isolation seismic design of resilient bridges: a theoretical feasibility study;Chen;Eng. Struct.,2022
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