Substructure isolation and damage identification using free responses  

作　　者：HOU JiLin JANKOWSKI Lukasz OU JinPing 

机构地区：[1]School of Civil Engineering, Dalian University of Technology [2]Smart-Tech Centre, Institute of Fundamental Technological Research Polish Academy of Sciences [3]School of Civil Engineering,Harbin Institute of Technology

出　　处：《Science China(Technological Sciences)》2014年第9期1698-1706,共9页中国科学（技术科学英文版）

基　　金：support by the National Natural Science Foundation of China(NSFC)(Grand No.51108057);the National Basic Research Program of China(973 Program)(Grand No.2013CB036305);the Fundamental Research Funds for the Central Universities(China)(Grand No.DUT13LK13);Special Financial Grant from the China Postdoctoral Science Foundation(Grand No.2012T50255);the Project of National Key Technology R&D Program(China)(Grand Nos.2011BAK02B01,2011BAK02B03,2006BAJ03B05);the Polish National Science Centre Project"AIA"(Grand No.DEC-2012/05/B/ST8/02971);the FP7 EU project Smart-Nest(Grand No.PIAPP-GA-2011-28499)

摘　　要：Structural health monitoring （SHM） has become a hot and intensively researched field in civil engineering. Thereinto, damage identification play an important role in maintaining structural integrity and safety. Many effective methods have been proposed for damage identification. However, accurate global identification of large real-world structures is not easy due to their com- plex and often unknown boundary conditions, nonlinear components, insensitivity of glohal response to localized damages, etc. Furthermore, global identification often requires lots of sensors and involves large number of unknowns. This is costly, rarely feasible in practice, and usually yields severely ill-conditioned identification problems. Substructuring approach is a possible solution： substructuring methods can focus on local small substructures; they need only a few sensors placed on the substruc- ture and yield smaller and numerically much more feasible identification problems. This paper proposed an improved sub- structure method using local free response for substructure damage identification. The virtual supports are constructed by Sub- structure Isolation Method （SIM） using the linear combination of the substructural responses. The influence of the global errors is isolated by adding the virtual supports on the main degree of freedoms （DOFs） of the substructure. Through the correlation analysis, the substructural modes are selected and used for damage identification of the substructure. A plain model of cable stayed bridge is used for the verification of the proposed method.

关 键 词：structural health monitoring （SHM） damage identification SUBSTRUCTURE cable stayed bridge free response 

分 类 号：U446[建筑科学—桥梁与隧道工程]