과제정보
The bridge sample data of this study were derived from the seismic damage investigation database of the China Earthquake Administration (CAE) and the Wenchuan earthquake damage investigation team of the Institute of Engineering Mechanics of CAE. The research described in this paper was financially supported by the Fund of State Key Laboratory of Bridge Engineering Structural Dynamics (202104), Key Laboratory of Bridge Earthquake Resistance Technology, Ministry of Communications, PRC, Basic Scientific Research Business Expenses of Provincial Universities in Heilongjiang Province (2022-KYYWF-1056) and a project funded by Heilongjiang Postdoctoral Science Foundation (LBH-Z22294), China.
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