期刊文献+

基于第四代地震区划的跨越发震断层永久位移概率分析方法 被引量:8

A probabilistic approach to evaluate permanent displacement crossing fault by 4th generation seismic zoning map of China
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摘要 本文主要借鉴了Lee(2007)和Youngs(2003)提出的地表永久位移估计方法,联合中国第四代地震区划图的潜在震源区参数,给出了适合中国跨越发震断层永久位移概率分析方法。震害调查表明,近场的结构破坏不仅是地震动引起的,地震地表的破裂或永久位移引起的破坏也占很大比重。应用与概率估计地震动相似的方法,给出不同概率水准的地震地表永久位移,使之服务于穿越地震发震断层管线、桥梁工程的抗震设防,采取有效的抗御永久地表位移措施,减小地震灾害带来的损失。 A probabilistic approach to evaluate the permanent displacement crossing fault is presented, which is based on the frame work of Lee (2007) and Youngs (2003) and the parameters of potential source zone affirmed by the 4th seismic zoning map of China. Earthquake hazard investigation shows that the structures damage or collapse is caused not only by the strong ground motion, but also by the surface rupture or the permanent displacement. The ratio of structure failure caused by the surface rupture or the permanent displacement is very high, especially in near field of strong earthquakes. The objective of this paper is to determine the value of permanent displacement crossing fault in different probabilistic levels on the fault, which are identical to the levels of strong ground motion claimed in the code for seismic design of buildings (GB 50011 -2001 ) and the code for seismic design of oil and gas steel pipelines (SY/T0450 -2004) of China. Based on the results, the engineers may take measures for preventing the displacement in pipeline and long bridge engineering, so as to minimize the loss caused by earthquakes.
出处 《地震工程与工程振动》 CSCD 北大核心 2008年第4期22-27,共6页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金重点项目(90715042) 国家科技支撑计划课题(2006BAC13BO2)
关键词 永久位移 概率分析 长跨距结构与管线 跨越断层 permanent displacement probabilistic approach long structures and pipeline crossing fault
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参考文献11

  • 1Todorovska M I, Trifunac M D, Lee V W. Shaking hazard compatible methodology for probabilistic assessment of permanent ground displacement across earthquake faults [ J ]. Soil Dynamics and Earthquake Engineering, 2007,27 (6) :586-597.
  • 2Youngs R R, Walter M J. Arabasz, et al. A methodology for probabilistic fault displacement hazard analysis (PFDHA) [ J ]. Earthquake Spectra, 2003, 19(1) :191 -219.
  • 3GB18306-2001.中国地震动参数区划图[S].[S].,..
  • 4SY/T0450-2004,输油(气)埋地钢质管道抗震设计规范[S].
  • 5赵纪生,陶夏新,师黎静,刘艳琼.地震地表破裂特征及其对应的分析方法[J].世界地震工程,2007,23(3):68-73. 被引量:4
  • 6赵纪生,陶夏新,师黎静,王海云.An approach to evaluate ground surface rupture caused by reverse fault movement[J].Earthquake Engineering and Engineering Vibration,2006,5(1):29-39. 被引量:5
  • 7赵纪生,陶夏新,师黎静,刘艳琼.弹塑性固体中间断位移的刚性进化[J].岩土力学,2007,28(11):2254-2258. 被引量:2
  • 8GB17741-1999.工程场地地震安全性评价技术规范[S].[S].,..
  • 9Donald L W, Coppersmith K J. New empMcal relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement [ J ]. Bulletin of the Seismological Society of America, 1994, 84 (4) : 974 - 1002.
  • 10Lee V W, Trifunac M D, Todorovska M I, et al. Empirical equations describing attenuation of the peaks of strong ground motion, in terms of magnitude, distance, path effects and site conditions[ R ]. Report No. 95 - 02, Department of Civil Engineering, University of Southern California, Los Angeles, 1995.

二级参考文献21

  • 1赵纪生,陶夏新,师黎静,欧进萍.局部加载条件下二维土质边坡稳定性的数值分析[J].岩土力学,2004,25(7):1063-1067. 被引量:7
  • 2张洪武,张盛,秦建敏.材料应变局部化分析中不同内尺度律参数间相互作用问题的讨论[J].岩石力学与工程学报,2004,23(19):3245-3251. 被引量:4
  • 3石根华.数值流形方法与非连续变形分析[M].北京:清华大学出版社,1997..
  • 4Desrues J.Localisation Patterns in Ductile and Brittle Geomaterials[A].Material Instabilities in Soils[C].Rene de Borst snd Erik (ed).Chichester:WileyInterscience,1998:137-158.
  • 5Runeason K,Ottosen N,Peric D.Discontinuous bifurcations of elastic-plastic solutions at plane stress and plane strain[J].International Journal of Plasticity,1991,(7):99-121.
  • 6Simo J C,Oliver J,Armero F.An analysis of strong discontinuities induced by strain-softening in rateindependent inelastic solids[J].Computer Methods in Applied Mechanics and Engineering,1993,(12):277-296.
  • 7Borja R I.Strain localization in frictional materials exhibiting displacement jump[J].Computer Methods in Applied Mechanics and Engineering,2001,190:2 555-2 580.
  • 8Shi G H.Discontinuous deformation analysis-A new numerical model for the static and dynamics of block systems[Ph.D.].California:Dissertation,Department of Civil Engineering,University of California,Berkeley,1988.
  • 9SHI Gen-hua.Application of discontinuous deformation analysis and manifold method[A].Proceedings of 3rd International Conference on Analysis of Discontinuous Deformation[C].Amadei (ed).[s.l.]:Colorado,1999:3-15.
  • 10Rice J R,Lapusta N,Ranjith K.Rate and state dependent friction and the stability of sliding between elastically deformable solids[J].Journal of the Mechanics and Physics of Solids,2001,49:1 865-1 898.

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