Development of Nonlinear Models for the Earthquake Response of Railway Bridges

铁路桥梁地震响应非线性模型的开发

• 批准号: 9522125
• 负责人: Emmanuel Maragakis
• 金额: $ 22万
• 依托单位: Board of Regents, NSHE, obo University of Nevada, Reno
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 1995
• 资助国家: 美国
• 起止时间: 1995-09-15 至 2001-08-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=9522125&HistoricalAwards=false
• 关键词: Development; Nonlinear; Models; Earthquake; Response

9522125 Maragakis Railway bridges are a critical component of the transportation infrastructure. Many of them are located in densely populated areas with high seismic risk. A basic knowledge of the seismic response characteristics and performance of these structures is important. An important feature of railway bridge dynamics is the rail-ties-ballast system which extends over the adjacent roadbed and probably provides additional strength to the structures. A recent dynamic test of a ballasted railway bridge sheds some light into the complexity of the dynamic interaction involved in rail-ballast systems. In this project a series of identification studies will be performed by using the available field data in order to identify important stiffness parameters of various elements of the bridge. The data from the failure tests conducted at the University of Nevada on ballasted and unballasted systems will be used for the development of failure elements and their incorporation into nonlinear models. The developed models will be used for the prediction of the response of typical railway bridges to earthquake excitations. A study of these responses will indicate needs for retrofitting. This project will improve the capability of modeling the nonlinear dynamic response of railway bridges which are a critical component of the nation's transportation networks. ***

9522125马拉加基斯铁路桥是交通基础设施的重要组成部分。其中许多位于人口稠密的地区，地震风险很高。了解这些结构的地震反应特性和性能的基本知识是很重要的。铁路桥梁动力学的一个重要特征是轨道-系杆-道床系统，它延伸到相邻的路基上，可能会为结构提供额外的强度。最近对有碴铁路桥进行的一项动力测试揭示了轨道-道碴系统中涉及的动力相互作用的复杂性。在本项目中，将利用已有的现场数据进行一系列识别研究，以识别桥梁各构件的重要刚度参数。内华达大学对有压载和无压载系统进行的故障测试的数据将用于开发故障元件并将其纳入非线性模型。所建立的模型将用于预测典型铁路桥梁对地震激励的反应。对这些反应的研究将表明需要改装。该项目将提高铁路桥非线性动力响应的建模能力，铁路桥是国家交通网络的重要组成部分。***