期刊文献+

近断层区的输入能量设计谱及其在基于能量抗震设计中的应用 被引量:7

Energy input design spectra for near-fault regions and application in energy-based seismic design
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摘要 研究并确定输入能量设计谱是建立基于性能抗震设计和评估能量方法的必要基础。选取断层15km投影距离内的224条强震记录讨论场地类型和断层距等因素的影响,建议了近场地震的输入能量设计谱(EIDS),在与实际记录及日本等国已有抗震规范比较后表明,所建议的设计能量谱能较好地反映近断层区潜在能量需求,在此基础上形成了基于能量的桥梁结构抗震评估设计方法,并用3座实际RC桥墩进行算例验证证明了所建议方法的可行性,表明基于既有抗震规范设计的桥梁结构仍有必要进行考虑近断层效应的耗能能力验算。 The reliable definition of input energy spectra is an essential foundation for energy-based seismic design and evaluation method. Considering the influence of soil type and fault distance, a world-wide ensemble of 224 records within 15km of fault projective distance is selected as a data base. The energy spectra for seismic design have been derived with the shape and amplitude adjustment according to different seismicity groupings. The proposed energy input design spectra(EIDS) are compared with that from the Japanese Building Code( 1985 and 2001 ) and the actual energy demand of earthquakes that occurred near faults. It's proved that the proposed spectra can meet the practical earthquake energy demand. A procedure for energy-based seismic evaluation and design is advised and confirmed by 3 RC bridge piers. Energy-based seismic capacity assessment is needed for structures within near-fauh region.
作者 江辉 朱晞
出处 《地震工程与工程振动》 CSCD 北大核心 2006年第5期102-108,共7页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金项目(50278002) 教育部高等学校博士学科点专项科研基金项目(200040004025)
关键词 能量 设计谱 近断层地震 抗震评估 桥墩 energy design spectra near-fault earthquake seismic evaluation bridge column
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参考文献15

  • 1Somerville PG,Smith NF.Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity[J].Seismological Research Letter,1997,68 (1):199~222.
  • 2Housner G W.Limit Design of Structures to Resist Earthquake.Proceedings of 1st World Conference on Earthquake Engineering[C].California:Berkeley,1956.
  • 3Japanese Building Code[S].
  • 4NCSE-94.Norma de Construction Sismorresistente[S].
  • 5Akiyama H.Earthquake Resistant Limit-State Design for Buildings[M].Tokyo:University of Tokyo Press,1985.
  • 6Chai Y H,Fajfar P.A procedure for estimation input energy spectra for seismic design[J].Journal of Earthquake Engineering,2000,4:539~561.
  • 7Benavent Climent A,Pujades L G,Pez Almansa F L.Design energy input spectra for moderate-seismicity regions[J].Earthquake Engineering and Structural Dynamics,2002,31:1151~1172.
  • 8Jiang Hui,Zhu Xi.Design Spectra of Input Energy for Near-fault Ground Motions.8NCEE[C].USA:San Francisco,2006.
  • 9Clough RW,Penzien J.Dynamics of Structures (2^nd edn)[M].New York:McGraw Hill,1993.
  • 10Bommer J J,Elnashai A S,Weir A G.Compatible acceleration and displacement spectra for seismic design codes.Proceedings of 12^th World Conference on Earthquake Engineering[C].New Zealand:Auckland,The New Zealand Society for Earthquake Engineering,2000.

二级参考文献12

  • 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
  • 2Loh 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: 155 ~ 169.
  • 3Malhotra PK. Response of buildings to near-field pulse-like ground motions [ J ]. Earthquake Engineering and Structural Dynamics 1999, 28:1309 ~ 1326.
  • 4Liao WI, Lob C H, WanS. Earthquake response of RC moment frames subjected to near-fault ground motions[J]. The Structural Design of Tall Buildings, 2001,10: 219 ~ 229.
  • 5Heaton T H, Hall JF, Wald D J,et al. Response of high-rise and base isolated buildings to a hypothetical Mw 7.0 blind thrust earthquake [ J ].Science, 1995, 267,13: 206 ~211.
  • 6Kelly J M. The role of damping in seismic isolation [J]. Earthquake Engineering and Structural Dynamics, 1999, 28:3 ~ 20.
  • 7Jangid R S, Kelly J M. Base isolation for near-fault motions[ J]. Earthquake Engineering and Structural Dynamics, 2001, 30(5 ): 691 ~ 707.
  • 8Mavroeidis G P, Dong G, Papageorgiou A S. Near-fault ground motions, and the response of elastic and inelastic single-degree-of- freedom system[J]. Earthquake Engineering and Structural Dynamics, 2004, 33:1023 ~1049.
  • 9Wang G Q, Zhou X Y, Zhang P Z, et al. Characteristics of amplitude and duration for near fault strong ground motion from the 1999 Chi-Chi,Taiwan, earthquake [J]. Soil Dynamics and Earthquake Engineering, 2002, 22:73 ~ 96.
  • 10Naeim F. Kelly J. M. Design of Seismic Isolated Structures: from Theory to Practice[M]. John Wiley and Sons Inc. , 1999.

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