Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/55604
Title: Decentralized damage detection under ambient excitations with random decrement functions
Authors: Ni, P
Xia, Y 
Issue Date: 2015
Publisher: DEStech Publications
Source: Structural Health Monitoring 2015: System Reliability for Verification and Implementation - Proceedings of the 10th International Workshop on Structural Health Monitoring, IWSHM 2015, 1-3 September 2015, v. 2, p. 1275-1282 How to cite?
Abstract: In this paper, a decentralized damage detection method is proposed for civil structures under ambient excitations. This method do not have the limitations that the number of sensors should be larger than the number of unknown forces and the sensors must be available at the external forces as required by conventional methods. The random decrement (RD) functions are used for damage detection. The unknown structural parameters and RD functions are divided into a number of subsets according to its finite element configuration. Each subset of parameters can be updated with RD functions in the same region. The RD function consists of two parts: one is a nonlinear function that depends on structural parameters, the other is the initial value of the RD functions. The initial values of the RD functions and the physical structural parameters are improved in further iterations by model updating. A numerical example is employed to demonstrate the effectiveness of the proposed method.
URI: http://hdl.handle.net/10397/55604
ISBN: 9781605951119
Appears in Collections:Conference Paper

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