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- W2014001443 abstract "A comprehensive study is reported of the seismic response of curved steel box girder bridges. The bridge is modeled using 3-D space frame elements, and El Centro earthquake accelerogram is used as a dynamic input to calculate the maximum responses at the bridge deck and colmuns. A 6-element curved model having end short elements with appropriate member releases is found to yield satisfactory results, considering the contribution of the first 15 mode shapes of the bridge. A comparision between the response and the response spectrum methods for analyzing curved bridges, using El Centro earthquake accelerogram, shows that the response spectrum technique fails when vibration modes with relatively high frequencies are considered. Coupling effects in the horizontal directions due to the curved alignment of the bridge suggest that the 3-direction shock will yield the most satisfactory results. The results of parametric studies, and the effect of the span length, radius of curvature, bridge weight, and column height and stiffness are presented." @default.
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- W2014001443 date "1988-12-01" @default.
- W2014001443 modified "2023-09-28" @default.
- W2014001443 title "SEISMIC REPONSE OF CURVED STEEL BOX GIRDER BRIDGES" @default.
- W2014001443 hasPublicationYear "1988" @default.
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