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contributor authorWang Fu-ming
contributor authorDou Yong-zhi
contributor authorCai Ying-chun
date accessioned2017-05-08T22:04:56Z
date available2017-05-08T22:04:56Z
date copyrightDecember 2007
date issued2007
identifier otherjhtrcq%2E0000198.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70755
description abstractIn view of trust region algorithm has good global convergence for solving non-linear quadratic programming problem, the effective elastic module’s damage factor and the damage distributed function was introduced by FEM updating. FEM of bridge structure was modeled by calling the APDL language of ANSYS software’s subprogram in Matlab software’s environment, the parameters of some finite elements (element groups) were adjusted by using trust region algorithm, damage distributed curve of continuous region’s finite elements (element groups) was fitted by continuous damage distributed interpolation polynomial, and identification of continuous girder bridge’s damage region and damage extent was realized. By a numerical example, it is suggested that the method can correctly and effectively estimate whether bridge structure occurs damage, damage region and damage extent, the precision and the accuracy can be improved by secondary dividing finite elements (element groups).
publisherAmerican Society of Civil Engineers
titleDamage Identification of Continuous Girder Bridge’s Dynamic Behavior Based on Trust Region Algorithm
typeJournal Paper
journal volume2
journal issue2
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000198
treeJournal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 002
contenttypeFulltext


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