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冀宁输气管道穿越活动断裂的抗震分析与设计 被引量:1

Seismic Analysis and Design of Ji-Ning Gas Pipeline Crossing Active Faults
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摘要 本文采用壳有限元方法分析了输气管道穿越活动断裂的实际变形反应。针对活动断裂两侧场地相异和两侧场地相同以及中间含有破裂带等情况建立了相应的壳有限元分析模型。通过对比冀宁高压输气管道穿越苍尼断裂和沂沭断裂的不同情况,比较了管道在断裂两侧场地相异和两侧场地相同两种情况下的反应。对于断裂场地相异的情况,管道易发生较大的变形,不宜采用现有管道抗震规范中的方法,需建立有限元模型进行分析。虽然管道在断层两侧的变形情况不同,但是管道在两侧的滑动长度却几乎相等。在活动断裂附近建立地震监测和警报系统并采取必要的抗震辅助措施,对保障输气管道的安全运行非常重要。 The deformation response of Jinin gas pipeline crossing faults is analyzed with Shell FEM. Shell FEM models are set up for pipeline crossing faults with the different soil conditions and the same soil conditions on both sides, as well as the cracked zone in the middle of fault. Different responses of the pipeline are examined when Jinin pipeline crosses Chuangni Fault and Yishu Fault. For the pipe crossing fault with different soil conditions on both sides,The method of the pipe seismic design code is not suitable, so Shell FEM is recommended to analyze the response of pipe. The pipeline usually suffers large deformation and asymmetry on two sides, but the sliding lengths of the pipe are same on both sides. It is very important for the safety of pipe that earthquake monitoring & warning system are build up along the pipeline, and helpful seismic measures are needed.
出处 《工程抗震与加固改造》 2005年第6期85-88,共4页 Earthquake Resistant Engineering and Retrofitting
基金 地震学联合基金资助项目(604007)
关键词 埋地管道 抗震分析 壳有限元 抗震设计 buried pipeline seismic analysis Shell FEM seismic design
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  • 1刘爱文,胡聿贤,赵凤新,李小军,高田至郎,赵雷.地震断层作用下埋地管线壳有限元分析的等效边界方法[J].地震学报,2004,26(S1):141-147. 被引量:47
  • 2国家地震局地球物理研究所.中国地震考察[M].地震出版社,1987-1992..
  • 3王钟琦 方鸿琪 等.唐山强震区工程地质研究.中国建筑科学研究院研究报告[M].,1981..
  • 4周锡元.断层的地震效应与震害影响.地震小区域理论与实践[M].地震出版社,1989.238-249.
  • 5董津城 刘守华.发震断裂上覆土层厚度对工程影响研究报告[M].北京市勘察设计研究院,1996..
  • 6T D O'Rourke, M C Palmer. Earthquake performance of gas transmission pipelines [J]. Earthquake Spectra, 1996, 12(3): 493-528.
  • 7侯忠良 甘文水 肖五虎.加热输油管线地震反应分析[A].冶金工业部建筑研究总院编.地下管线抗震-计算方法与工程应用[C].北京: 冶金工业部出版社,1991..
  • 8H D Yun, S Kyriakides. A model for beam-mode buckling of buried pipeline [J]. ASCE Journal of the Engineering Mechanics, 1985, 111(2): 235-253.
  • 9G E Muleski, T Arima and C P Aumen. A shell model of a buried pipe in a seismic environment [J]. Journal of Pressure Vessel Technology, Transactions of the ASME, 1979, 101: 44-51.
  • 10Shiro Takada, Hassani Nemat, Fukuda Katsumi. A new proposal for simplified design on buried steel pipes crossing active faults [J]. Journal of Structural Mechanics and Earthquake Engineering, JSCE, 2001, 668(54): 187-194.

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