Bridge Pile Bent Number of Piles and X-Bracing System: Impact on Pushover Capacity as Scour Increases
Publication: Practice Periodical on Structural Design and Construction
Volume 12, Issue 2
Abstract
A common design/construction procedure for highway bridges over marshes, small creeks, and streams is to have the bridge superstructure supported on pile bents. The focus of this article is to compare the relative lateral stiffness and pushover capacities of X-braced three-, four-, five-, and six-pile bents under combined gravity loadings and extreme flood/scour events. The relative performances of single- and two-story X-braced bents with and without a horizontal bracing strut at the bottom of the lower X-bracing were examined. Bent pushover capacities for the various combinations of the numbers of bent piles, bent heights, and X-bracing conditions previously described are presented in this paper.
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Acknowledgments
The financial support of this work by the Alabama Department of Transportation (ALDOT) and secondarily by the Highway Research Center at Auburn University is gratefully acknowledged.
References
Georgia Tech Research Corporation. (2002). GT STRUDL reference manual, Vol. 3, Atlanta.
Hughes, D., and Ramey, G. E. (2005). “Bridge bent P- curves in transverse direction using FB-Pier and GTSTRUDL pushover analysis procedures.” Project No. 930-608, Interim Rep., Alabama Department of Transportation, Ala.
Ramey, G. E., and Brown, D. A. (2004). “Stability of highway bridges subject to scour—Phase I.” Project No. 930-585, Final Rep., Alabama Department of Transportation, Ala.
Ramey, G. E., et al. (2006). “Stability of highway bridges subject to scour—Phase II.” Project No. 930-608, Final Rep., Alabama Department of Transportation, Ala.
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© 2007 ASCE.
History
Received: Jun 2, 2006
Accepted: Aug 7, 2006
Published online: May 1, 2007
Published in print: May 2007
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