Development of high deformation capacity low yield strength steel shear panel damper |
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| Affiliation: | 1. Mechanical Engineering School of Jiangnan University, China;2. Internet of Things Engineering School of Jiangnan University, Wuxi 214122, China;1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China;2. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;3. Institute of Building Structures, China Academy of Building Research, Beijing 100013, China |
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| Abstract: | Low yield strength steel 100 is widely applied to design shear panel damper for its high ductility. The practical shear strain of low yield strength steel shear panel damper at present is around 12% while the elongation of the LYS100 tends to go around 60%, which indicates that the ductility of LYS100 has not been fully utilized. To develop function separate damper with LYS100, links of the frame fixture, rib shape and panel shape that affect the deformation capacity of the damper were investigated experimentally. The test results show that the deformation capacity can be improved greatly by alleviating the stress concentration locating at the panel corners. The largest shear strain of 70% is achieved by the optimization on the parameters. The large deformation capacity provides a compact, low-cost alternative to structural designers. |
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