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振动对拱桥短吊杆截面应力分布的影响
  • 期刊名称:同济大学学报(自然科学版)
  • 时间:0
  • 页码:159-163
  • 分类:U448.22[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程]
  • 作者机构:[1]同济大学桥梁工程系,上海200092
  • 相关基金:国家自然科学基金重点资助项目(50538020)
  • 相关项目:拱桥吊杆力学行为及损伤演化研究
中文摘要:

研究了桥面振动对拱桥短吊杆截面应力不均匀分布规律的影响.假定短吊杆两端与拱肋及桥面均为固结,通过对桥面竖向及纵向振动作用下吊杆截面应力的理论推导及参数分析,探讨车速、车辆振动频率、修正的驱动频率等主要参数对吊杆截面应力的影响,概括出桥面振动荷载作用下吊杆不均匀应力分布情况及应力动态增大系数的范围.

英文摘要:

A study is made of the effects of vibration of deck on the non-uniform cross-sectional stress distribution on short suspenders of arch bridges with vertical suspenders. It is assumed that the suspenders are fixed at the connections with the ribs and the deck. The stress of suspender caused by the vertical vibration and longitudinal vibration of deck is derived and the influence factors are discussed, such as vehicle speed, vehicle frequency, driving frequencies with shift, etc. From the stress time history of suspender, the non-uniform stress distribution of short suspender is illustrated, and the range of the dynamic enhancement coefficient of stress is suggested based on an engineering project.

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