Steel and Composite Structures
Volume 45, Number 6, 2022, pages 865-876
DOI: 10.12989/scs.2022.45.6.865
Research on a novel shear lead damper: Experiment study and design method
Chong Rong, Wenkai Tian, Peng Wang and Qingxuan Shi
Abstract
The slit members have lower strength and lower stiffness, which might lead to lower energy dissipation. In order to
improve the seismic performance of the slit members, the paper proposes the shear lead damper, which has stable performance
and small deformation energy dissipation capacity. Therefore, the shear lead damper can set in the vertical silts of the slit
member to transmit the shear force and improve energy dissipation, which is suitable for the slit member. Initially, the
symmetrical teeth-shaped lead damper was tested and analyzed. Then the staggered teeth-shaped lead dampers were developed
and analyzed, based on the defect analysis and build improvements of the symmetrical specimen. Based on the parameter
analysis, the main influence factors of hysteretic performance are the internal teeth, the steel baffles, and the width and length of
damper. Finally, the theoretical analysis was presented on the hysteretic curve. And the skeleton curve and hysteresis path were
identified. Based on the above theoretical analysis, the design method was proposed, including the damping force, the hysteresis
model and the design recommendations.
Key Words
shear lead damper; energy dissipation; hysteresis performance; theoretical analysis; design method
Address
Chong Rong, Wenkai Tian, Peng Wang and Qingxuan Shi:1)College of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China
2)Key Laboratory of Structural Engineering and Seismic Resistance Education,
Xi'an University of Architectural & Technology, Xi