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Yin Jiang, Hu Qigao, Li Peng. THE INFLUENCE OF VERTICAL EFFECT OF NEAR-FAULT EARTHQUAKE ON DISPLACEMENT DEMAND OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 60-66. doi: 10.13204/j.gyjz201306014
Citation: Yin Jiang, Hu Qigao, Li Peng. THE INFLUENCE OF VERTICAL EFFECT OF NEAR-FAULT EARTHQUAKE ON DISPLACEMENT DEMAND OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 60-66. doi: 10.13204/j.gyjz201306014

THE INFLUENCE OF VERTICAL EFFECT OF NEAR-FAULT EARTHQUAKE ON DISPLACEMENT DEMAND OF STRUCTURES

doi: 10.13204/j.gyjz201306014
  • Received Date: 2012-09-02
  • Publish Date: 2013-06-20
  • Based on 30 sets of acceleration records of near-fault earthquake, the influence of vertical effect of near-fault earthquake on displacement demand of structures was studied.Using each set of near-fault acceleration records, a set of dynamic time-history analyses was carried out to determine the displacement responses of 6 story and 10 story frames, the statistical results show that the vertical effect of near-fault earthquake will remarkably amplify the floor displacement and the inter-story drift demands of frame structures, to which much attention should be paid by the researchers and designers in the field of earthquake engineering.
  • [2] 胡庆昌.1995年1月17日日本阪神大地震中神户市房屋结构震害简介[J].建筑结构学报,1995,16(3):10-12.
    沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000:322-352.
    [3] 叶列平,曲哲,马千里,等.从汶川地震中框架结构震害谈强柱弱梁屈服机制的实现[J].建筑结构,2008,38(11):52-59
    [4] Shome N.Probabilistic Seismic Demand Analysis of Nonlinear?Structures:[dissertation].Stanford: Department of Civil and?Environmental Engineering of Stanford University[M].1999:1-320.
    [5] Bazzurro P.Probabilistic Seismic Demand Analysis [Dissertation].Stanford: Department of Civil and Environmental?Engineering of Stanford University[M].1998:1-329.
    [6] Kurama Y C ,Farrow K T.Ground Motion Scaling Methods for?Different Site Conditions and Structure Characteristics [J].Earthquake Engineering and Structural Dynamics,2003,32(15):2425-2450.
    [7] 尹犟,胡其高,李鹏.近场地震作用下的水平及竖向反应谱[J].工业建筑,2013,43(3):57-68.
    [8] 马千里,叶列平,陆新征,等.采用逐步增量弹塑性时程方法对?RC 框架结构推覆分析侧力模式的研究[J].建筑结构学报,2008,29(2):132-140.
    [9] 周文峰,黄宗明,白绍良.约束混凝土几种有代表性应力-应变模型及其比较[J].重庆建筑大学学报,2003,25(4):121-12.
    [10] Park R,Kent D C ,Sampson R A.Reinforced Concrete Members?with Cyclic Loading[J].Journal of the Structural Division.1972,98(7):1341-1360.
    [11] Park R,Priestley M J N,Gill W D.Ductility of Square -?Confined Concrete Columns[J].Journal of Structural Divition,1982,108(4):929-950.
    [12] Wang 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(1):73-96.
    [13] 倪永军,朱晞.近断层地震动的加速度峰值比和反应谱分析[J].北方交通大学学报,2004,28(4):1-5.
    [14] Bozorgnia Y,Niazi M,Campbell K W.Characteristics of Free -?Field Vertical Ground Motion During the Northridge Earthquake [J].Earthquake Spectra,1995,11(4):515-525.
    [15] Kikuchi M,Dan K,Yashiro K.Seismic Behavior of a Reinforced?Concrete Building Due to Large Vertical Ground Motions in NearSource Regions[C]//Proceedings of the 12th World Conference on?Earthquake Engineering.Auckland,New Zealand: New Zealand?Society for Earthquake Engineering,2000:100.1-100.8.
    [16] Kunnath S K,Erduran E,Chai Y H,et al.Effect of Near - Fault?Vertical Ground Motions on Seismic Response of Highway?Overcrossings [J].Bridge Engineering.2008(13):283-290.
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