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大跨度公铁两用斜拉桥阻尼器参数研究
Research on Damper Parameters of Long-Span Rail-Cum-Road Cable-Stayed Bridge
【摘要】 以我国正在建设的某大跨度公铁两用斜拉桥为背景,分析研究了在地震荷载和列车制动力作用下,塔梁之间采用阻尼装置的结构动力响应.计算结果表明,塔梁之间采用液压阻尼装置,能较好地解决温度、列车制动力和地震荷载作用下大跨度公铁两用斜拉桥的受力问题,而选取合理的阻尼参数可以有效控制梁体的纵向位移.
【Abstract】 Based on a rail-cum-road cable-stayed bridge under construction in China,an analysis is made of the dynamic response of the bridge with hydraulic pressure damping device between tower and beam subjected to seismic load and train braking force.The results show that mechanical problem of rail-cum-road cable-stayed bridge is settled by damping device between tower and beam subjected to temperature load,seismic load and train braking force.And the longitudinal displacement of beam is effectively controlled by proper damping parameters.
【关键词】 公铁两用斜拉桥;
液压阻尼器;
地震荷载;
列车;
制动力;
【Key words】 rail-cum-road cable-stayed bridge; hydraulic pressure damper; seismic load; train; braking force;
【Key words】 rail-cum-road cable-stayed bridge; hydraulic pressure damper; seismic load; train; braking force;
【基金】 国家自然科学基金资助项目(50578118)
- 【文献出处】 同济大学学报(自然科学版) ,Journal of Tongji University(Natural Science) , 编辑部邮箱 ,2007年06期
- 【分类号】U448.27
- 【被引频次】21
- 【下载频次】250