主跨532m公铁两用斜拉桥的地震响应及阻尼器减震效果研究
|
摘要
以我国首座跨海公铁两用钢桁斜拉桥——元洪航道桥(主跨532 m)为研究对象,采用空间板梁单元法建立有限元模型,对该桥地震响应特征及阻尼器减震效果等进行了研究。结果表明:大跨度斜拉桥动力特性分析除应考虑拉索垂度效应外,也应同时考虑梁—柱效应;动力特性分析时宜优先采用多重Ritz向量法,以使振型参与质量更快达到抗震计算要求;不同地震水平下,边墩和辅助墩的墩底、主塔塔底和下横梁附近截面将承受较大弯矩,为地震易损部位;N4#塔梁间设置纵向黏滞阻尼器后,罕遇地震作用下N3#主塔(支座纵向固定)顺桥向弯矩、结构纵向位移均明显减小,最大减幅分别达40.6%和44.8%,减震效果明显。
The Yuanhong Channel Bridge in Pingtan Railway is the first and the largest highway and railway shared cable-stayed steel bridge crossing the strait in China with the main span of 532 m.The seismic response and seismic mitigation effect of dampers of this bridge was studied based on a spatial plate-beamf inite element model.Both sag effect and beam-column effect shall be considered for the analysis of the dynamic characteristics of the large-span cable-stayed bridge.Ritz method was suggested,satisfying the requirement for the faster seismic calculation.It's prone to damage at the bottomof the side and auxiliary pier,the tower's root region and its lower transverse beamunder different seismic level.After installing the viscous damper in the longitudinal direction between the N4#pylon and girder,the decrease of longitudinal bending moment of the N3#pylon(with bearings f ixed in longitudinal direction)and that of the longitudinal displacement were signif icant under rarely occurred earthquake,with the maximumdecrease rate of 40.6% and 44.8% respectively,indicating good effect of seismic mitigation.
The Yuanhong Channel Bridge in Pingtan Railway is the first and the largest highway and railway shared cable-stayed steel bridge crossing the strait in China with the main span of 532 m.The seismic response and seismic mitigation effect of dampers of this bridge was studied based on a spatial plate-beamf inite element model.Both sag effect and beam-column effect shall be considered for the analysis of the dynamic characteristics of the large-span cable-stayed bridge.Ritz method was suggested,satisfying the requirement for the faster seismic calculation.It's prone to damage at the bottomof the side and auxiliary pier,the tower's root region and its lower transverse beamunder different seismic level.After installing the viscous damper in the longitudinal direction between the N4#pylon and girder,the decrease of longitudinal bending moment of the N3#pylon(with bearings f ixed in longitudinal direction)and that of the longitudinal displacement were signif icant under rarely occurred earthquake,with the maximumdecrease rate of 40.6% and 44.8% respectively,indicating good effect of seismic mitigation.
引文
[1]韩艳,夏禾,郭薇薇.斜拉桥在地震和列车荷载同时作用下的动力响应分析[J].工程力学,2006,23(1):93-98.
[2]李杰,李娜.单索面低塔斜拉板桁组合公铁两用桥地震响应分析[J].公路,2010(10):9-13.
[3]阮怀圣,李龙安,杨光武,等.黄冈公铁两用长江大桥抗震技术研究[J].桥梁建设,2013,43(6):34-39.
[4]张喜刚,陈艾荣.千米级斜拉桥——结构体系、性能与设计[M].北京:人民交通出版社,2010.
[5]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[6]中华人民共和国建设部.GB 50111—2006铁路工程抗震设计规范[S].北京:中国计划出版社,2009.
[7]中华人民共和国交通运输部.JTG/T B02-01—2008公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.
[8]中铁大桥勘测设计院集团有限公司.新建铁路福州至平潭铁路平潭海峡公铁两用大桥(元洪航道桥532 m钢桁斜拉桥)结构抗风、抗震分析报告[R].武汉:中铁大桥勘测设计院集团有限公司,2013.
[9]亓兴军,李小军,李美玲.设置粘滞阻尼器的大跨斜拉桥抗震分析[J].铁道建筑,2007(1):1-3.
[2]李杰,李娜.单索面低塔斜拉板桁组合公铁两用桥地震响应分析[J].公路,2010(10):9-13.
[3]阮怀圣,李龙安,杨光武,等.黄冈公铁两用长江大桥抗震技术研究[J].桥梁建设,2013,43(6):34-39.
[4]张喜刚,陈艾荣.千米级斜拉桥——结构体系、性能与设计[M].北京:人民交通出版社,2010.
[5]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[6]中华人民共和国建设部.GB 50111—2006铁路工程抗震设计规范[S].北京:中国计划出版社,2009.
[7]中华人民共和国交通运输部.JTG/T B02-01—2008公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.
[8]中铁大桥勘测设计院集团有限公司.新建铁路福州至平潭铁路平潭海峡公铁两用大桥(元洪航道桥532 m钢桁斜拉桥)结构抗风、抗震分析报告[R].武汉:中铁大桥勘测设计院集团有限公司,2013.
[9]亓兴军,李小军,李美玲.设置粘滞阻尼器的大跨斜拉桥抗震分析[J].铁道建筑,2007(1):1-3.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心