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- W2386734196 abstract "A series of four-span continuous bridges is investigated to identify the effects of the girder-pier stiffness ratio and stiffness distribution among piers on continuous bridge regularity in transverse direction.Each bridge is equalized as a single-degree-of-freedom model through pushover analysis.The bridge regularity is evaluated based on comparison of maximum displacement responses calculated with a multi-degree-of-freedom model and the corresponding single-degree-of-freedom model respectively under different seismic inputs.Results show that the girder-pier stiffness ratio is the key factor that determines continuous bridge regularity in transverse direction.Bridges with larger girder-pier stiffness ratio are more regular.Pier's stiffness distribution,however,influences regularity only when the girder-pier stiffness ratio is small.Finally,based on the girder-pier stiffness ratio,a quantitative criterion for regular continuous bridges is proposed." @default.
- W2386734196 created "2016-06-24" @default.
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- W2386734196 date "2007-01-01" @default.
- W2386734196 modified "2023-09-24" @default.
- W2386734196 title "Effects of Girder and Pier Stiffness on Continuous Bridge Regularity in Transverse Direction" @default.
- W2386734196 hasPublicationYear "2007" @default.
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