Structural Model Updating of Steel Box Girder Bridge Using Modal Flexibility Based Deflections

The finite element models need to be updated to simulate the actual behavior of the structures. A simplified approach has been presented in this paper for model updating of steel box girder bridge using the virtual static deflections. The approach is based on the conversion of dynamic model to stati...

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Bibliographic Details
Main Authors: Jintao Cui, Dookie Kim, Ki Young Koo, Sandeep Chaudhary
Format: Article
Language:English
Published: RTU Press 2012-12-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3701