Effect of Entrapped Air on Solitary Wave Forces on a Coastal Bridge Deck with Girders
Publication: Journal of Bridge Engineering
Volume 21, Issue 2
Abstract
Recent tsunami and hurricane-caused destruction, and the possibility of both tsunami inundation and storms of even greater magnitude and frequency making landfall in the future, has focused attention on the vulnerability of coastal structures, and bridges in particular. Findings from a series of experiments measuring forces on a 1:35 scale bridge model impacted by a solitary wave with varying percentages of air relief openings (AROs) between girders are presented here. A range of water depths, wave amplitudes, and elevations of the model above the still-water level (SWL) are considered. Results show significant reduction of vertical uplift forces when AROs are added to the bridge model, particularly when the girders are fully elevated above the SWL or only slightly submerged, but relatively little effect on horizontal forces in the direction of wave propagation is observed. Buoyancy calculations show added hydrostatic force does not alone contribute to uplift forces, but rather a combination of hydrostatic force, wave impact force, and deformation of the wave must all be considered.
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Acknowledgments
This work is partially funded by the State of Hawaii’s Department of Transportation (HDOT) and the Federal Highway Administration through the HDOT Research Branch, Grant Nos. DOT-08-004 and TA 2009-1R. This funding to support research on tsunami-generated and hurricane-generated wave loads on coastal bridges is gratefully acknowledged. Any findings and opinions contained in this paper are those of the authors and do not necessarily reflect the opinions of the funding agencies.
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© 2015 American Society of Civil Engineers.
History
Received: Jun 16, 2014
Accepted: Mar 31, 2015
Published online: Jun 19, 2015
Discussion open until: Nov 19, 2015
Published in print: Feb 1, 2016
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