A multi-level performance SMA-based isolation system in girder bridges

被引:0
|
作者
Cao, Sasa [1 ]
Wu, Suiwen [2 ]
Sun, Zhuo [1 ]
Wang, Huan [1 ]
Yang, Jun [1 ]
机构
[1] Department of Civil Engineering, Guangzhou University, Guangzhou,510006, China
[2] Department of Civil and Environmental Engineering, University of Nevada, NV,89557, United States
来源
关键词
Seismic design;
D O I
10.13465/j.cnki.jvs.2019.24.030
中图分类号
学科分类号
摘要
During the near-fault earthquake action, isolated bridges experience significant in-plane displacement and residual displacements, which may cause the bridge girders to unseating and even complete collapse. In this paper, a multi-level performance SMA-based isolation system was proposed. This device consists of 3-levels of SMA cables and conventional isolators, which are assembled in parallel. With the intensity of earthquake increasing, each level of SMA cables will be activated in a sequence to meet different performance requirements. Based on OpenSees and Sap2000 platforms, the lateral restoring force-displacement relationship and the hysteresis model of a specific SMA-based isolator was explored. The effectiveness of the two platforms for simulating the isolator was also investigated. Furthermore, a case study of a continuous bridge was conducted and parameter analysis about effective sectional area was conducted to testify the effectiveness of the isolation system in multi-level aseismic design. It turns out that this device has better displacement reduction, restoration, and energy dissipation capability. In addition, it has the advantages of multi-level performances, which ensures itself a bright prospect in application. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.
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页码:209 / 217
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