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contributor authorAnxin
contributor authorGuo
contributor authorQinghe
contributor authorFang
contributor authorXiaodong
contributor authorBai
contributor authorHui
contributor authorLi
date accessioned2017-05-08T22:20:24Z
date available2017-05-08T22:20:24Z
date copyrightDecember 2015
date issued2015
identifier other42116457.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78128
description abstractThis paper presents a hydrodynamic experiment that examines the wave forces acting on the superstructure of coastal highway bridges to gain insight into the mechanical characteristics of the wave forces caused by the combination of storm surges and huge waves. The experiment is unique in that the specimen is a full bridge model, including its superstructure, substructure, and neighboring segments. After introducing the experimental setup and test program, this study analyzes the quasi-static and slamming components of the vertical wave force, the horizontal wave force of the superstructure in different clearances, wave heights, and wave periods. The test results are subsequently compared with two theoretical models suggested by Douglass and AASHTO guidelines to provide the experimental validation of those models. By comparing the test results and the existing models, a number of observations and discussions are produced to improve the accuracy of those theoretical models further.
publisherAmerican Society of Civil Engineers
titleHydrodynamic Experiment of the Wave Force Acting on the Superstructures of Coastal Bridges
typeJournal Paper
journal volume20
journal issue12
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000758
treeJournal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 012
contenttypeFulltext


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