301. 基于离线模型参数修正的结构混合试验方法.
- Author
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郭玉荣 and 陈凡
- Abstract
With the gradual increase in the number of the same components in the structure, the hybrid test efficiency of taking only one of the components to test the actual test will gradually decrease. For this reason, this paper proposes a structure hybrid test method based on offline model parameter modification to improve the test efficiency. Starting from the goal of obtaining the hierarchical seismic response of the structural system, the method first extracts the key parts from the overall structure as the test substructure to perform a pseudo-static test of the preset loading path, and then identifies the restoring force based on the measured force-displacement curve of the test substructure Model parameters. Finally, the identified model parameters are used in the numerical simulation of the seismic response of the overall structure. A virtual hybrid test of a steel frame structure with anti-buckling support as the test substructure was carried out using MATLAB and OpenSees. The results show that for the case where the performance of the test substructure is less affected by the loading path, the hybrid test method has higher test accuracy and Test efficiency. [ABSTRACT FROM AUTHOR]
- Published
- 2021
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