近场地震作用下隔震支座的破坏形式及防护
|
摘要
建立了考虑支座竖向变形以及上部结构转动时隔震结构的运动方程,研究了近场地震作用下结构高宽比和隔震结构周期对支座破坏形式的影响;提出了利用支座软碰撞和软提离防护支座在强烈近场地震作用下发生破坏的措施;对不同类型的橡胶缓冲挡块的力学性能进行了试验研究,并利用有限元软件对其进行了理论计算,给出了橡胶缓冲挡块的荷载-位移关系表达式;对具有软提离功能的支座,根据所需提离量的大小,设计了支座的具体构造.以某高层隔震结构的8度地震响应分析为例,验证了当支座具有软碰撞和软提离功能时,虽然支座的竖向位移有很多的增加,但支座所受的竖向拉压应力以及底层柱的剪力均有很大的减小.
The motion differential equations of base-isolated building were derived when the vertical displacement of rubber bearings and the rotation of the superstructure were considered.The effects of depth to width ratio and natural vibration period of the base-isolated building on the failure modes of the isolator were investigated.The soft pounding and soft up-lift function were suggested to prevent the bearings destroyed subjected to intense near-fault earthquake ground motions.The mechanical property of different types of the rubber bumpers were studied by the experimentation,and the load-displacement relation of these bumpers were calculated by finite element method.The specific structure of rubber bearings with soft up-lift function was designed.Regarding a twelve-story reinforced concrete(RC) wall-frame isolation building as example,the seismic response of this building were analyzed.The study shows that if the isolated building has soft pounding and soft up-lift functions,the tensile and compressive stresses of isolators are reduced greatly.
The motion differential equations of base-isolated building were derived when the vertical displacement of rubber bearings and the rotation of the superstructure were considered.The effects of depth to width ratio and natural vibration period of the base-isolated building on the failure modes of the isolator were investigated.The soft pounding and soft up-lift function were suggested to prevent the bearings destroyed subjected to intense near-fault earthquake ground motions.The mechanical property of different types of the rubber bumpers were studied by the experimentation,and the load-displacement relation of these bumpers were calculated by finite element method.The specific structure of rubber bearings with soft up-lift function was designed.Regarding a twelve-story reinforced concrete(RC) wall-frame isolation building as example,the seismic response of this building were analyzed.The study shows that if the isolated building has soft pounding and soft up-lift functions,the tensile and compressive stresses of isolators are reduced greatly.
引文
[1]Park S W.Simulation of the seismic performance ofthe Bolu Viaduct subjected to near-fault ground mo-tions[J].Earthquake Engineering and Structural Dy-namics,2004,33(10):1249-1270.
[2]Phillip W Y,Chen Genda,Yashinski M.Lessons inbridge damage learned from the Wenchuan earthquake[J].Earthquake Engineering and Engineering Vibra-tion,2009,8(2):275-285.
[3]程华群,刘伟庆,王曙光.高层隔震结构建筑设计中隔震支座受拉问题分析[J].地震工程与工程振动,2007,27(4):161-166.
[4]李宏男,吴香香.橡胶隔震支座结构高宽比限值研究[J].建筑结构学报,2003,24(2):14-19.
[5]Keri L R,Chopra A K.Estimating seismic demandsfor isolation bearings with building overturningeffects[J].Journal of Structural Engineering,2006,132(7):1118-1128.
[6]Kaplan H,Seireg A.Optimal design of base isolatedsystem for a high-rise steel structure[J].EarthquakeEngineering&Structural Dynamics,2001,30(1):287-302.
[7]Kaplan H,Seireg A.A base isolation system forbridges subjected to seismic disturbances[J].Earth-quake Engineering&Structural Dynamics,2002,31(10):1093-1112.
[8]周锡元,韩淼,曾德民,等.具有软着陆保护的橡胶支座隔震体系[J].建筑结构学报[J],2000,21(5),2-9.
[9]杨林,周锡元,苏幼坡,等.基础隔震建筑中应用变刚度保护装置的地震反应分析[J].工业建筑,2006,36(9):24-29.
[10]金锡平,张俊发,刘金慧.隔震橡胶防护挡块非线性有限元分析[J].工程抗震与加固改造,2005,27(3):51-54.
[11]杜东升,王曙光,刘伟庆,等.高层建筑组合隔震的设计方法及应用[J].东南大学学报,2010,40(5):1039-1046.
[12]颜学渊,张永山,王焕定,等.高层结构三维基础隔震抗倾覆试验研究[J].建筑结构学报,2009,30(4):1-8.
[13]魏陆顺,周福霖,任珉,等.三维隔震(振)支座的工程应用与现场测试[J].地震工程与工程振动,2007,27(3):121-125.
[2]Phillip W Y,Chen Genda,Yashinski M.Lessons inbridge damage learned from the Wenchuan earthquake[J].Earthquake Engineering and Engineering Vibra-tion,2009,8(2):275-285.
[3]程华群,刘伟庆,王曙光.高层隔震结构建筑设计中隔震支座受拉问题分析[J].地震工程与工程振动,2007,27(4):161-166.
[4]李宏男,吴香香.橡胶隔震支座结构高宽比限值研究[J].建筑结构学报,2003,24(2):14-19.
[5]Keri L R,Chopra A K.Estimating seismic demandsfor isolation bearings with building overturningeffects[J].Journal of Structural Engineering,2006,132(7):1118-1128.
[6]Kaplan H,Seireg A.Optimal design of base isolatedsystem for a high-rise steel structure[J].EarthquakeEngineering&Structural Dynamics,2001,30(1):287-302.
[7]Kaplan H,Seireg A.A base isolation system forbridges subjected to seismic disturbances[J].Earth-quake Engineering&Structural Dynamics,2002,31(10):1093-1112.
[8]周锡元,韩淼,曾德民,等.具有软着陆保护的橡胶支座隔震体系[J].建筑结构学报[J],2000,21(5),2-9.
[9]杨林,周锡元,苏幼坡,等.基础隔震建筑中应用变刚度保护装置的地震反应分析[J].工业建筑,2006,36(9):24-29.
[10]金锡平,张俊发,刘金慧.隔震橡胶防护挡块非线性有限元分析[J].工程抗震与加固改造,2005,27(3):51-54.
[11]杜东升,王曙光,刘伟庆,等.高层建筑组合隔震的设计方法及应用[J].东南大学学报,2010,40(5):1039-1046.
[12]颜学渊,张永山,王焕定,等.高层结构三维基础隔震抗倾覆试验研究[J].建筑结构学报,2009,30(4):1-8.
[13]魏陆顺,周福霖,任珉,等.三维隔震(振)支座的工程应用与现场测试[J].地震工程与工程振动,2007,27(3):121-125.
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