Seismic Design of Bridges for Prevention of Girder Pounding

In design of conventional bridges the gap between bridge spans is usually only a few centimetres. For such an expansion joint poundings between adjacent bridge girders during strong earthquake shaking are usually unavoidable. Pounding often causes damages to girders. In extreme situations it may pu...

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Bibliographic Details
Main Authors: H. Hao, N. Chouw
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2008-03-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:https://ejsei.com/EJSE/article/view/93