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基于谱分析与RC梁桥检验的脉冲型近场地震动强度度量指标 被引量:3

Intensity Indice of Impulsive Near-fault Earthquake Ground Motion Based on Spectra Analysis and RC Bridge Check
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摘要 近场地震动和远离震源地区的地震地面运动存在显著区别,速度脉冲是其造成巨大震害后果的主要因素之一,有必要深入研究近场速度脉冲破坏能力的合理度量指标。在既有脉冲模拟模型的基础上,引入一种采用三角函数叠加不同比例高频分量的速度脉冲模拟模型,考虑地震下结构的累积能量和瞬时能量需求,以强度和能量为指标,对近断层地震的速度脉冲效应进行单自由度(SDOF)体系的谱分析,对不同脉冲参数下结构地震响应的影响程度进行定量对比。结果表明:同类脉冲下,累积输入能量受高频地震分量影响明显,而瞬时输入能量则主要取决于速度脉冲的自有强度,脉冲持时与结构自振周期之比、脉冲峰值是决定结构地震响应的最主要因素,从而构建表征速度脉冲强度的度量指标,并采用14条包含典型脉冲的近场地震记录为输入,以一座五跨连续梁桥为算例验证该指标的合理性。 There are apparent differences between near-fault earthquake ground motions and ground motions far from the earthquake focus,and velocity pulses are one of the primary factors causing huge earthquake damages.So it is necessary to seek for reasonable intensity indice of the destructive capability of near-fault velocity pulses.The trigonometric function superimposed with high-frequency components of different proportions was introduced into the existing pulse simulation models.Taking into account the cumulative energy amount and instantaneous energy demand of structures in earthquake,setting the strength and energy amount as the indice,spectra analysis of the SDOF system was carried out to analyze the velocity pulse effect of the near-fault earthquake.The influence of different pulse parameters on earthquake responses of structures was compared quantitatively.The research results show as follows: Under the action of the same kind of pulses,cumulative input energy is affected significantly by high-frequency components,and instantaneous input energy depends mainly on the inherent intensity of velocity pulses;the peak value of the velocity pulse and the ratio of pulse duration to the self-vibration period of structures are the two most important factors to determine the earthquake responses of structures;the intensity indice is extracted as the index to characterize the strength of velocity pulses,and its rationality is verified by example of a five-span continuous bridge under the excitation of near-field earthquake recorded in 14 notes containing typical velocity pulses.
出处 《铁道学报》 EI CAS CSCD 北大核心 2011年第3期91-99,共9页 Journal of the China Railway Society
基金 国家自然科学基金资助项目(50908014 50808015) 北京交通大学科技基金资助项目(2008RC026) 山东省交通科技计划项目(2009Y007) 中央高校基本科研业务费专项资金(2011JBM073)
关键词 近场地震 速度脉冲 模拟模型 谱分析 连续梁桥 强度度量指标 near-fault earthquake velocity pulse simulation model spectra analysis continuous bridge intensity indice
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参考文献13

  • 1SOMERVILLE P G, SMITH N F. Modification of Empir ical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity [J]. Seismological Research Letter, 1997, 68(1): 199-222.
  • 2MAKRIS N, CHANG S P. Effect of Viscous, Viscoplastic and Friction Damping on the Response of Seismic Isolated Structures[J]. Earthquake Engineering and Structural Dynamics, 2000, 29(1): 85-107.
  • 3KRAWINKLER H, ALAVI B. Development of Improved Design Procedures for Nea-fault Ground Motions [C]// SMIP98 Seminar on Utilization of Strong Motion Data. Oakland.. CA,1998:21-48.
  • 4SASANI M, BERTERO V V. Importance of Severe Pulsetype Ground Motions in Pert'ormance based Engineering: Historical and Critical Review[C]//Proceedings of the 12th World Conference on Earthquake Engineering (12WCEE). New Zealand: 12WCEE, 2000:1302.
  • 5CHANG K C, TSAI M H, SHEN J,et al. Performance of a Seismically Isolated Bridge under Near fault Earthquake Ground Motions [C]//Earthquake Engineering Research Institute. Seventh US National Conferenee on Earthquake Engineering. Boston: Mira Digital Publishing, 2002.
  • 6MENUN C, FU Q. An Analytical Model for Near fault Ground Motions and the Response of SDOF Systems[C]//Earthquake Engineering Research Institute. Seventh US National Conference on Earthquake Engineering. Boston: Mira Digital Publishing, 2002.
  • 7MAVROEIDIS G P, PAPAGEORGIOU A S. A Mathematical Representation of Near-fault Ground Motions[J]. Bulletin of Seismological Society of American, 2003, 93 (3) : 1099-1131.
  • 8李新乐,朱晞.近断层地震动等效速度脉冲研究[J].地震学报,2004,26(6):634-643. 被引量:33
  • 9廖文义,罗俊雄,万绚.隔震桥梁承受近断层地震之反应分析[J].地震工程与工程振动,2001(S1):102-108. 被引量:14
  • 10LOH C H, WAN S, LIAO W I. Effects of Hysteretic Model on Seismic Demands: Consideration of Near-fault Ground Motions[J]. The Structural Design of Tall Buildings, 2002, 11(3): 155-169.

二级参考文献23

  • 1廖文义,罗俊雄,万绚.隔震桥梁承受近断层地震之反应分析[J].地震工程与工程振动,2001(S1):102-108. 被引量:14
  • 2项海帆 陈国强.规范化的人工地震动[J].同济大学学报,1985,(4):1-11.
  • 3叶献国.地震强度指标有效性的客观评价方法[A]..第五届全国地震工程会议论文集[C].北京,1998..
  • 4.JTJ004-89.公路工程抗震设计规范[S].,..
  • 5张敏政.地震模拟实验中相似律应用的若干问题[J].地震工程与工程振动,1997,17(2):52-58. 被引量:216
  • 6Alavi B, Krawinkler H. 2000. Consideration of near-fault ground motion effects in seismic design[A]. Proc 12th World Conference on Earthquake Engineering[C]. Auckland, New Zealand: The New Zealand Society for Earthquake Engineering, No. 2 665
  • 7Bertero V V, Mahin S A, Herrera R A. 1977. Problems in prescribing reliable design earthquake[A]. Proceedings 6th World Conference on Earthquake Engineering[C]. New Dethi India: New Dethi Earthquake Commission, 1 741~1746
  • 8Campbell K W. 1981. Near source attenuation of peak horizontal acceleration[J]. Bull Seism Soc Amer, 71(6): 2 039-2 070
  • 9Menun C, Fu Qiang . 2002. An analytical model for near-fault ground motions and the response of SDOF systems[A].In: Earthquake Engineering Research Institute eds. Seventh U S National Conference on Earthquake Engineering[C]. Boston, Massachusetts: Mira Di
  • 10Makris N, Roussos Y. 1998. Rocking response and overturning of equipment under horizontal pulse-type motion[R].PEER Report 1998 05. Berkeley: College of Engineering University of California, 1-81

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