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- W2355768971 abstract "The damage identification method using the dynamically measured flexibility matrix to locate damages was studied.The changes in flexibility and flexibility curvature methods are adopted to identify damage.The qualitative analysis of testing noise on the detected result was also carried out.The multi-girder model that matches the real configuration of bridge structure was adopted to simulate the bridge damage.One numerical example analysis of a simple-supported multi-girders bridge was presented to demonstrate the effectiveness of the proposed methods.It is shown that the proposed approach has the potential of being a practical tool for a damage detection methodology applied to smart civil structures due to its excellent capability in dealing with the few measured mode shapes and frequencies." @default.
- W2355768971 created "2016-06-24" @default.
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- W2355768971 date "2008-01-01" @default.
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- W2355768971 title "Damage Identification of Existed Multi-Girders Highway Bridges" @default.
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