期刊文献+

中国抗震规范强震记录选取的初选条件研究 被引量:19

Study on the Initial of Selection Criteria Strong Motion Records for Chinese Seismic Code
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摘要 合理的强震记录选取对于结构时程分析具有重要意义,而其地震动特性是否符合要求是判断选取结果是否合理的先决条件。我国建筑抗震设计规范中设计地震分组与设防烈度的概念并无清晰对应的地震动参数指标,故工程及研究人员在实际选波过程中往往模糊了上述要求。利用地震烈度和峰值加速度的衰减关系,首先给出了各设防烈度下震级的初选范围,进而针对远场的高烈度设防地区给出了距离初选范围,最后结合目前常用的国内外强震记录数据现状给出了场地类别筛选的建议。结论可为工程建筑依据抗震规范进行强震记录选取提供参考。 A rational ground motion selection method plays an important role in structure time history analysis,which depends on whether record′s earthquake character is proper.It is often neglected when selecting real strong ground motion for engineering or study,for the design seismic group and design intensity in Chinese seismic code are too ambiguous to find corresponding records.This paper uses intensity and peak ground motion acceleration(PGA)attenuation relationship to find the proper magnitude window for different design intensity.For structure in farfield and high intensity area,this paper gives a distance range for it.Considering the situation of Chinese and abroad record database,we give the referenced site parameters for different site class.The proposed selection criteria can provide reference for selecting time histories.This method not only narrow the range from large database,but also avoid choosing significantly unreasonable ones.
出处 《防灾减灾工程学报》 CSCD 北大核心 2016年第1期44-49,共6页 Journal of Disaster Prevention and Mitigation Engineering
基金 地震行业科研专项(201508005) 黑龙江省科学基金项(LC2015022) 国家科技与支撑计划课题(2014BAK03B01)
关键词 强震记录选取 初选条件 设计地震分组 strong motion records selection initial selection criteria design seismic group
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参考文献14

  • 1GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
  • 2曲哲,叶列平,潘鹏.建筑结构弹塑性时程分析中地震动记录选取方法的比较研究[J].土木工程学报,2011,44(7):10-21. 被引量:101
  • 3Takizawa H, Jennings P C. Collapse of a model for ductile reinforced concrete frame under extreme earth- quake motions[J]. Earthquake Engineering and Struc- tural Dynamics, 1980, 8(2) :117-124.
  • 4Mahin S A. Effects of duration and aftershocks on ine- lastic design earthquakes[C]// Proceedings of the 7th WCEE. Istanbul, Turkey:[-s. n. 1, 1980:677-680.
  • 5ASCE/SEI 7-05, Minimum design loads for buildings and other structures[S]. Reston: American Society of Civil Engineers, 2005.
  • 6ATC-63, Quantification of building seismic perform- ance factors[S]. Redwood City Applied Technology Council, 2008.
  • 7European Prestandard [ S]. Eurocode 8, CEN; ENV1998-1-1,2004.
  • 8Evangelos I K, Anastasios G S, George D M. Selec- tion of earthquake ground motion records a state-of- art review from a structural engineering perspective [J]. Soil Dynamics and Earthquake Engineering, 2010, (30) : 157-169.
  • 9Baker J W, Cornell C A. A vector valued ground mo- tion intensity measure [J]. Earthquake Engineering and Structural Dynamics, 2005, (34) ..1193-1217.
  • 10陈波.结构非线性动力分析中地震动记录的选择和调整方法研究[D].北京:中国地震局地球物理研究所,2014.

二级参考文献56

  • 1翟长海,谢礼立.抗震结构最不利设计地震动研究[J].土木工程学报,2005,38(12):51-58. 被引量:49
  • 2The buildln~ standard law of Japan [ S ]. 4th Edition. Tokyo: The Building Center of Japan, 2004.
  • 3ATC-63 Quantification of building seismic performance factors [ S ]. Redwood City: Applied Technology Council, 2008.
  • 4ASCE/SEI 7---05 Minimum design loads for buildings and other structures [ S ]. Reston : American Society of Civil Engineers, 2005.
  • 5Bazzurro P, Cornell C A. Disaggregation of seismic hazard [ J ]. Bulletin of the Seismological Society of America, 1999, 89(2): 501-520.
  • 6FEMA 356 Prestandard and commentary for the seismic rehabilitation of buildings [ S ]. Washington DC: FederalEmergency Management Agency, 2000.
  • 7NZS 1170. 5 Structural design actions [ S]. Wellington, New Zealand: Standards New Zealand, 2004.
  • 8Bazzurro P, Cornell C A, Shome N, et al. Three proposals for characterizing MDOF nonlinear seismic response [ J ]. Journal of Structural Engineering, ASCE, 1998, 124 ( 11 ) : 1281-1289.
  • 9Miranda E, Ruiz-Garcia J. Evaluation of approximate methods to estimate maximum inelastic displacement demands [ J ]. Earthquake Engineering and Structural Dynamics, 2002, 31 (3) :539-560.
  • 10Kwan W P, Billington S 1,. on equivalent period and [ J]. Journal of Struetural (5) : 576-585 Influence of hysteretie behavior damping of structural systems Engineering, ASCE, 2003,129.

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