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缺乏近断层强震观测资料地区抗震设计规范反应谱研究 被引量:2

RESPONSE SPECTRUM OF SEISMIC DESIGN CODE FOR ZONES LACK OF NEAR-FAULT STRONG EARTHQUAKE RECORDS
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摘要 根据最近几次的近断层地震观测记录研究显示,在现行结构抗震设计规范中很少考虑近断层效应的影响,对于缺乏近断层强震观测资料地区,抗震设计规范的改进方法及近断层效应的设计参数还没有统一结论.本文基于UBC97近断层因子设计理念,在收集世界范围内近断层观测记录的基础上,按场地和震级进行分类,建立了中长周期关键点处的加速度谱需求的衰减关系式,推导给出了缺乏近断层观测资料地区近断层影响因子的震级和断层距的关系式.并以我国现行的建筑抗震设计规范为基础,建议了近断层影响因子的参考取值和修正后的反应谱曲线,为我国结构抗震设计提供了参考. It was shown from the study on the recently near-fault earthquake ground motions that the near-fault effects were seldom considered in the existing Chinese seismic code. Referring to the UBC97 design concept for near-fault factors, based on the collected world-widely free-site records of near-fault earthquakes ground motions classified by earthquake magnitude and site condition, the attenuation relationship expressions of the acceleration spectrum demand at the key points within the long period and moderate period were established in term of the earthquake magnitude and the site condition. Furthermore, the near-fault factors' expressions about the earthquake magnitude and the fault distance were deduced for the area lack of near-fault strong earthquake records. Based on the current Chinese Building Seismic Design Code, the near-fault effect factors and the modified design spectral curves, which were valuable for the seismic design, were proposed to analyze the seismic response of structures.
出处 《地震学报》 CSCD 北大核心 2007年第4期419-425,共7页 Acta Seismologica Sinica
关键词 近断层强震记录 谱需求 设计反应谱 近断层影响因子 near-fault strong earthquake records spectral demand design response spectrum near-fault effect factor
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参考文献7

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同被引文献5

  • 1徐莹.结构可靠度理论的研究现状及展望[J].山西建筑,2005,31(10):25-26. 被引量:5
  • 2徐龙军,谢礼立.近断层地区抗震设计谱研究[J].东南大学学报(自然科学版),2005,35(A01):105-108. 被引量:15
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  • 4Kunnath S K,Erduran E,Chai Y H,et al.Effect of Near-FaultVertical Ground Motions on Seismic Response of HighwayOvercrossings[J].Bridge Engineering,2008,13(3):283-290.
  • 5Chopra A K,Chintanapakdee C.Comparing Response of SDOFSystems to Near-fault and Far-fault Earthquake Motions in theContext of Spectral Regions[J].Earthquake Engineering andStructural Dynamics,2001,30(12):1769-1789.

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