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contributor authorTao Xiang
contributor authorDenis Istrati
contributor authorSolomon C. Yim
contributor authorIan G. Buckle
contributor authorPedro Lomonaco
date accessioned2022-01-30T21:17:44Z
date available2022-01-30T21:17:44Z
date issued9/1/2020 12:00:00 AM
identifier other%28ASCE%29WW.1943-5460.0000560.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267954
description abstractFluid impact forces on a bridge superstructure in the horizontal and vertical directions due to tsunami inundation, represented by a solitary wave, were investigated through a large-scale laboratory experiment and numerical simulations. The experiment was conducted in a two-dimensional large wave flume using a 1:5 scale steel girder and concrete slab bridge model, tested under shallow water waves at two water depths. Wave forces measured in the experiment were used to validate and assess the numerical predictive capability of a nonlinear hydrodynamic model. A numerical parametric study was conducted to determine the effect of variations in bridge elevation and wave height on the magnitude of the horizontal and vertical forces and overturning moment. Finally, an improved simplified design procedure based on the experimental and numerical results is proposed.
publisherASCE
titleTsunami Loads on a Representative Coastal Bridge Deck: Experimental Study and Validation of Design Equations
typeJournal Paper
journal volume146
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000560
page23
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005
contenttypeFulltext


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