contributor author | Christopher Bradner | |
contributor author | Thomas Schumacher | |
contributor author | Daniel Cox | |
contributor author | Christopher Higgins | |
date accessioned | 2017-05-08T22:04:04Z | |
date available | 2017-05-08T22:04:04Z | |
date copyright | January 2011 | |
date issued | 2011 | |
identifier other | %28asce%29ww%2E1943-5460%2E0000105.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/70335 | |
description abstract | To gain a better understanding of the wave forces that led to the failure of numerous causeway-type coastal highway bridges along the U.S. Gulf coast, a series of experiments was conducted on a realistic, 1:5 scale reinforced concrete bridge superstructure. The experimental setup is unique compared to other wave-in-deck studies in that the stiffness of the horizontal support system can be varied to represent different dynamic properties of the bridge system. The bridge specimen is subjected to a wide range of regular and random wave conditions at multiple water levels. In addition to measuring pressures and forces, the experiments measure the dynamic response of the bridge specimen using strain gauges, displacement sensors, and accelerometers. This paper presents the innovative experimental setup, and a preliminary analysis of the data showing the effect of wave height, wave period, and water level, on the forces experienced by the bridge superstructure. | |
publisher | American Society of Civil Engineers | |
title | Experimental Setup for a Large-Scale Bridge Superstructure Model Subjected to Waves | |
type | Journal Paper | |
journal volume | 137 | |
journal issue | 1 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)WW.1943-5460.0000059 | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 001 | |
contenttype | Fulltext | |