跨越管线抗震研究现状与展望
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摘要
管线是能源等气、液态介质输送的主要形式,跨越管线是跨越河、沟、渠或障碍物等的重要手段。目前,对地下管线的地震反应研究较多,而对部分管段埋地部分管段悬空的管线研究较少,本文主要从管线模型、地震载荷分析、动力学方程及其解的方法与地震响应、架空管线震害预测等几方面对跨越管线的抗震研究现状进行介绍与展望。
Pipelines are the main transportation form of energy sources in the states of gas and liquid.Suspended pipeline is widely used in crossing rivers,channels,dykes and obstacles.More seismic researches have been done in buried pipeline recently,but few have been carried in suspended pipelines which are partly buried and partly hung.This paper shows the expectation of and researches in the pipeline model,seismic load,dynamic equation,methods of resolve,earthquake risk assessment and response of seismic.
Pipelines are the main transportation form of energy sources in the states of gas and liquid.Suspended pipeline is widely used in crossing rivers,channels,dykes and obstacles.More seismic researches have been done in buried pipeline recently,but few have been carried in suspended pipelines which are partly buried and partly hung.This paper shows the expectation of and researches in the pipeline model,seismic load,dynamic equation,methods of resolve,earthquake risk assessment and response of seismic.
引文
[1]刘志军.管线跨越结构动态分析与振动控制研究.[D].南京:东南大学,2004.
[2]滕振超,孙建刚,唐立强.跨越管道基于性能的抗震设计分析[J].东北林业大学学报,2007,35(12):54-56.
[3]廖晓蓉.单管拱在郭县府河跨越中的应用[J].施工与焊接,2002,(5):27-29.
[4]Ke Yanga,Li Q S,Lixiang Zhang.Longitudinal vi-bration analysis of multi-span liquid-filled pipelineswith rigid constraints[J].Journal of Sound andVibration,2004,273:125-147.
[5]刘志军,倪立峰,周星德,等.悬垂管道跨越结构地震反应分析[J].地震工程与工程振动,2004,24(5):123-126.
[6]Yaua J D,Yangb Y B.Vibration of a suspensionbridge installed with a water pipeline and subjectedto moving trains[J].Engineering Structures,2008,30:632-642.
[7]Datta T K.Seismic response of buried pipelines:astate-of-the-art Review[J].Nuclear Engineeringand Design,1999,192:271-284.
[8]George P.Kouretzisa,George D.Bouckovalasa,Charis J.Gantes.3-D shell analysis of cylindricalunderground structures under seismic shear(S)wave action[J].Soil Dynamics and EarthquakeEngineering,2006,26:909-921.
[9]Corrado V,Acunto B D,Fontana N,et al.Estima-tion of dynamic strains in finite end-constrainedpipes in seismic areas[J].Mathematical and Com-puter Modeling,2009,49:789-797
[10]YasuoOgawaa,Takeshi Koike.Structural design ofburied pipelines for severe earthquakes[J].SoilDynamics and Earthquake Engineering,2001,21:199-209.
[11]Manofis G D,Tetepoulidis P I,Talaslidis D G,etal.Seismic analysis of buried pipeline in a 3D soilcontinuum[J].Engineering Analysis with Bounda-ry Elements,1995,15:371-394.
[12]伍小平,冯启民,焦双健,等.大跨度斜拉管线桥地震反应分析[J].地震工程与工程振动,2001,21(3):49-54.
[13]董汝博,李昕,金峤,等.多点输入下悬跨海底管道非线性地震响应参数分析[J].土木工程学报,2008,41(7):103-109.
[14]谭平.输气管道振动分析[J].天然气工业,2005,25(1):133-13.
[15]许萍,李著信,高松竹.悬空输油管道的地震动力反应分析[J].管道技术与设备,2006,(4):11-13.
[16]包日东,闻邦椿.水下悬跨管道动力响应分析[J].振动与冲击,2007,26(8):140-145,176.
[17]翟贺,李鹏程,李志明,等.地震行波作用下的埋地管线最大地震反应探讨[J].特种结构,2007,24(3):1-3.
[18]谭平,徐蕾,凌晓聪.电厂蒸汽管道系统地震响应分析[J].吉林大学学报(工学版),2006,36(6):1014-1019.
[19]帅健,许葵.埋地管道的非平稳随机振动[J].工程力学,2002,19(5):131-136.
[20]栾骏,唐新军.地震波对乌鲁木齐河谷地下管线的影响[J].内陆地震,2007,21(2):129-135.
[21]黄强兵,彭建兵.基于地震波入射角的地下管道地震应力计算[J].地下空间与工程学报,2008,5(4):979-984.
[22]杨其伟,屈铁军,林锋.地震作用下埋地管线轴线随机反应[J].北方工业大学学报,2004,16(1):87-94.
[23]薛景宏,欧进萍,孙建刚.输液管道动力分析[J].世界地震工程,2001,17(2):29-32.
[24]王金国,丁阳.长输管道悬索跨越结构静动力性能的有限元分析[J].工程力学,2007,24(8):173-177.
[25]孙建刚.渭惠渠跨越管道地震动响应分析[J].世界地震工程,2004,20(4):112-119.
[26]王金国,丁阳.模拟损伤状态下长输管道悬索跨越结构抗震性能的试验研究[J].地震工程与工程振动,2006,26(4):192-198.
[27]黄玉盈,魏发远,倪樵.分析输液曲管振动和稳定性的有限元法[J].振动工程学报,2000,13(2):264-270.
[28]张晓敏,盛天文,张培源.初应力拱侧向振动的固有频率[J].工程力学,2004,21(2):178-183.
[29]邓民宪.架空管道震害预测实用方法的研究[J].地震学刊,1999,(2):51-55.
[30]Kyriazis Pitilakis,Maria Alexoudi,Sotiris argyrou-dis,et al.Earthquake risk assessment of lifelines[J].Bull Earthquake Eng.2006,4:365-390.
[31]陈贵清,郝婷,吴班,等.长输管道抗震研究的新进展[J].地震工程与工程振动,2006,26(3):193-196.
[2]滕振超,孙建刚,唐立强.跨越管道基于性能的抗震设计分析[J].东北林业大学学报,2007,35(12):54-56.
[3]廖晓蓉.单管拱在郭县府河跨越中的应用[J].施工与焊接,2002,(5):27-29.
[4]Ke Yanga,Li Q S,Lixiang Zhang.Longitudinal vi-bration analysis of multi-span liquid-filled pipelineswith rigid constraints[J].Journal of Sound andVibration,2004,273:125-147.
[5]刘志军,倪立峰,周星德,等.悬垂管道跨越结构地震反应分析[J].地震工程与工程振动,2004,24(5):123-126.
[6]Yaua J D,Yangb Y B.Vibration of a suspensionbridge installed with a water pipeline and subjectedto moving trains[J].Engineering Structures,2008,30:632-642.
[7]Datta T K.Seismic response of buried pipelines:astate-of-the-art Review[J].Nuclear Engineeringand Design,1999,192:271-284.
[8]George P.Kouretzisa,George D.Bouckovalasa,Charis J.Gantes.3-D shell analysis of cylindricalunderground structures under seismic shear(S)wave action[J].Soil Dynamics and EarthquakeEngineering,2006,26:909-921.
[9]Corrado V,Acunto B D,Fontana N,et al.Estima-tion of dynamic strains in finite end-constrainedpipes in seismic areas[J].Mathematical and Com-puter Modeling,2009,49:789-797
[10]YasuoOgawaa,Takeshi Koike.Structural design ofburied pipelines for severe earthquakes[J].SoilDynamics and Earthquake Engineering,2001,21:199-209.
[11]Manofis G D,Tetepoulidis P I,Talaslidis D G,etal.Seismic analysis of buried pipeline in a 3D soilcontinuum[J].Engineering Analysis with Bounda-ry Elements,1995,15:371-394.
[12]伍小平,冯启民,焦双健,等.大跨度斜拉管线桥地震反应分析[J].地震工程与工程振动,2001,21(3):49-54.
[13]董汝博,李昕,金峤,等.多点输入下悬跨海底管道非线性地震响应参数分析[J].土木工程学报,2008,41(7):103-109.
[14]谭平.输气管道振动分析[J].天然气工业,2005,25(1):133-13.
[15]许萍,李著信,高松竹.悬空输油管道的地震动力反应分析[J].管道技术与设备,2006,(4):11-13.
[16]包日东,闻邦椿.水下悬跨管道动力响应分析[J].振动与冲击,2007,26(8):140-145,176.
[17]翟贺,李鹏程,李志明,等.地震行波作用下的埋地管线最大地震反应探讨[J].特种结构,2007,24(3):1-3.
[18]谭平,徐蕾,凌晓聪.电厂蒸汽管道系统地震响应分析[J].吉林大学学报(工学版),2006,36(6):1014-1019.
[19]帅健,许葵.埋地管道的非平稳随机振动[J].工程力学,2002,19(5):131-136.
[20]栾骏,唐新军.地震波对乌鲁木齐河谷地下管线的影响[J].内陆地震,2007,21(2):129-135.
[21]黄强兵,彭建兵.基于地震波入射角的地下管道地震应力计算[J].地下空间与工程学报,2008,5(4):979-984.
[22]杨其伟,屈铁军,林锋.地震作用下埋地管线轴线随机反应[J].北方工业大学学报,2004,16(1):87-94.
[23]薛景宏,欧进萍,孙建刚.输液管道动力分析[J].世界地震工程,2001,17(2):29-32.
[24]王金国,丁阳.长输管道悬索跨越结构静动力性能的有限元分析[J].工程力学,2007,24(8):173-177.
[25]孙建刚.渭惠渠跨越管道地震动响应分析[J].世界地震工程,2004,20(4):112-119.
[26]王金国,丁阳.模拟损伤状态下长输管道悬索跨越结构抗震性能的试验研究[J].地震工程与工程振动,2006,26(4):192-198.
[27]黄玉盈,魏发远,倪樵.分析输液曲管振动和稳定性的有限元法[J].振动工程学报,2000,13(2):264-270.
[28]张晓敏,盛天文,张培源.初应力拱侧向振动的固有频率[J].工程力学,2004,21(2):178-183.
[29]邓民宪.架空管道震害预测实用方法的研究[J].地震学刊,1999,(2):51-55.
[30]Kyriazis Pitilakis,Maria Alexoudi,Sotiris argyrou-dis,et al.Earthquake risk assessment of lifelines[J].Bull Earthquake Eng.2006,4:365-390.
[31]陈贵清,郝婷,吴班,等.长输管道抗震研究的新进展[J].地震工程与工程振动,2006,26(3):193-196.
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