结构工程师Issue(6)：47-53,7.
大跨度公铁两用斜拉桥列车制动力作用下结构响应研究
Responses of Long-span Highway and Railway Cable-stayed Bridge Induced by Train Braking Forces
摘要
Abstract
Based on a highway and railway cable-stayed bridge under design, dynamic responses of the struc-ture were analyzed under train braking forces by the nonlinear dynamic time-history analysis method. Viscous dampers were installed between the tower and girders for this bridge. Results were compared for models with viscous dampers and without viscous dampers. It is indicated that the displacements on the beam end and rela-tive displacements between tower and beam were reduced effectively by installing dampers between tower and beam.关键词
公铁两用斜拉桥/非线性/动力时程分析方法/黏滞阻尼器/列车制动力Key words
highway and railway cable-stayed bridge/nonlinear/dynamic time-history analysis method/vis-cous damper/train braking force引用本文复制引用
吕龙,李建中..大跨度公铁两用斜拉桥列车制动力作用下结构响应研究[J].结构工程师,2014,(6):47-53,7.基金项目
973计划(2013CB036302) （2013CB036302）
