高墩大跨连续刚构桥静力弹塑性地震反应分析
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摘要
以陕西某铁路大跨连续刚构桥为研究对象,用有限元软件建立了全桥模型,对大跨连续刚构桥进行了初步的推倒分析研究,结果表明,在罕遇地震中,桥梁结构会迅速进入塑性阶段,一般会有3倍～4倍的延性需求;在桥梁设计中,我们应该重视P—Δ效应引起的影响。
Taking the large-span continuous rigid frame bridge of some railway in Shannxi as the research object,the paper adopts the finite element software to establish the whole bridge model,undertakes the primary pushover analysis and research on the large-span continuous rigid frame bridge,and proves by the result that the bridge structure can enter into the plastic stage at high speed in rare earthquake and it generally has 3-4 times ductility demand,and the P—Δ effect should be considered in the bridge design.
Taking the large-span continuous rigid frame bridge of some railway in Shannxi as the research object,the paper adopts the finite element software to establish the whole bridge model,undertakes the primary pushover analysis and research on the large-span continuous rigid frame bridge,and proves by the result that the bridge structure can enter into the plastic stage at high speed in rare earthquake and it generally has 3-4 times ductility demand,and the P—Δ effect should be considered in the bridge design.
引文
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[5]杨木旺.大跨度刚性空间结构竖向地震的静力弹塑性分析[D].上海:同济大学,2007:10.
[6]夏修身.铁路高墩抗震设计方法研究[D].兰州:兰州交通大学,2012:3.
[2]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[3]彭凯,李建中,范立础.高墩梁桥考虑墩身高阶振动的水平向主导振型[J].振动与冲击,2008,27(7):63-67.
[4]李茜,王克海,韦韩.高墩梁桥地震响应分析[J].地震工程与工程振动,2006(3):74-76.
[5]杨木旺.大跨度刚性空间结构竖向地震的静力弹塑性分析[D].上海:同济大学,2007:10.
[6]夏修身.铁路高墩抗震设计方法研究[D].兰州:兰州交通大学,2012:3.
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