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contributor authorWei-Xin Ren
contributor authorSheng-En Fang
contributor authorMiao-Yi Deng
date accessioned2017-05-08T21:43:27Z
date available2017-05-08T21:43:27Z
date copyrightApril 2011
date issued2011
identifier other%28asce%29em%2E1943-7889%2E0000232.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60682
description abstractWith the aid of the response surface methodology, which is a combination of mathematical and statistical techniques, this paper presents a method for updating a finite-element model based on the measured static responses of structures. Unlike in the traditional model updating procedure, original finite-element models are replaced with response surface models constructed using the uniform design. By this means the complexity of a structure can be easily expressed by explicit functions with low dimensions. A parameter scope shrinking technique is also proposed to construct response surface models. The proposed method is verified against a numerical beam and an experimental full-scale continuous box-girder bridge. It is demonstrated that the proposed response surface–based finite-element-model updating in structural statics has the advantages of easy implementation, high cost-efficiency, and adequate updating accuracy. Once the response surface model that is formulated explicitly is constructed, no finite-element calculation is required in each optimization iteration during updating. Therefore, such finite-element model updating can be easily implemented in practice with available commercial finite-element analysis packages.
publisherAmerican Society of Civil Engineers
titleResponse Surface–Based Finite-Element-Model Updating Using Structural Static Responses
typeJournal Paper
journal volume137
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000223
treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 004
contenttypeFulltext


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