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STC桥面铺装对大跨悬索桥静动力性能影响研究

The Influence of STC Bridge Deck Pavement on the Static and Dynamic Performance of Long-span Suspension Bridge

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【作者】 李宁波黄自鹏李程祝新念

【Author】 LI Ningbo;HUANG Zipeng;LI Cheng;Zhu Xinnian;College of Civil Engineering, Anhui Jianzhu University;College of Urban Rail Transportation, Shanghai University of Engineering and Science;Hunan Expressway Group Limited.;School of Civil Engineering and Architecture, Hunan Institute of Science and Technology;

【机构】 安徽建筑大学土木工程学院上海工程技术大学城市轨道交通学院湖南省高速公路集团有限公司湖南理工学院土木建筑工程学院

【摘要】 以临岳高速洞庭湖大桥为例,研究STC桥面铺装层对大跨径悬索桥整体性能的影响,对比分析不同的铺装方案、不同的铺装厚度下桥梁的静动力性能.结果表明:STC桥面铺装层能够有效提高桥梁整体刚度、改善桥梁主要构件的受力状态;在恒载+车道荷载组合工况条件下, STC桥面铺装层的厚度变化对桥梁整体刚度及主要构件的受力状况的影响是线性的.此外,STC桥面铺装方案能够提高大跨径悬索桥横向摆动的自振频率,改善其动力稳定特性;结构横向自振频率随STC层铺装厚度的变化也是线性的.

【Abstract】 Taking Linyue Expressway Dongting Lake Bridge as example, the influence of STC deck pavement on the overall performance of long-span suspension bridge is studied. The static and dynamic performances of bridges under different pavement schemes and different pavement thickness are compared and analyzed. The results show that STC deck pavement can effectively increase the overall stiffness of the bridge and improve the stress state of the main components of the bridge. Under the combined condition of constant load plus lane load, the influence of the thickness of the STC layer on the overall stiffness of the bridge and the stress of the main components is linear. In addition, STC bridge pavement can increase the natural vibration frequency of transverse swing of long-span suspension bridge and improve its dynamic stability. The variation of the transverse natural vibration frequency of the structure with the thickness of STC layer pavement is also linear.

【基金】 安徽省高等学校自然科学研究一般项目(KJ2017JD03)
  • 【文献出处】 湖南理工学院学报(自然科学版) ,Journal of Hunan Institute of Science and Technology(Natural Sciences) , 编辑部邮箱 ,2020年04期
  • 【分类号】U448.25;U443.33
  • 【被引频次】1
  • 【下载频次】44
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