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Coupling beam is a very important component in shear wall structure. However, the reinforced concrete coupling beam does not have an efficient energy dissipation capacity and a stable hysteretic behavior. A new type energy-dissipating coupling beam is proposed in the paper, which has a large energy dissipation capacity and a stable hysteretic behavior. It can be constructed and repaired easily. Models with different shapes were established in a Finite Element Analysis program to simulate the performance of the damper. The hysteretic behaviors of the damper were also numerical analyzed.
M. Liu,L. F. Zheng, andL. Q. Wang
"Research on seismic performance of a new type energy dissipating coupling beam damper", Proc. SPIE 10595, Active and Passive Smart Structures and Integrated Systems XII, 1059525 (15 March 2018); https://doi.org/10.1117/12.2300576
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M. Liu, L. F. Zheng, L. Q. Wang, "Research on seismic performance of a new type energy dissipating coupling beam damper," Proc. SPIE 10595, Active and Passive Smart Structures and Integrated Systems XII, 1059525 (15 March 2018); https://doi.org/10.1117/12.2300576