速度脉冲型地震动瞬时输入能特性研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
近断层地震动最显著的特点是由方向性效应和滑冲效应引起的脉冲型地面运动。通过建立单自由度体系瞬时输入能计算模型,输入速度脉冲地震记录进行了弹塑性时程分析,计算出地震动对结构的瞬时输入能量,研究了具有速度脉冲型地震动这种荷载形式的瞬时输入能特性及与结构最大位移反应的关系。研究结果表明,对于12次强地震动中109条具有速度脉冲的地震记录,输入结构的最大瞬时输入能总处于速度脉冲发生位置,说明速度脉冲波形对地震动最大瞬时输入能具有决定作用,并由最大瞬时输入能量与结构最大位移反应的对应关系,验证了近断层地震动对结构的破坏作用与速度脉冲有关。此外,与无速度脉冲地震动相比,具有速度脉冲会增大长周期结构的瞬时输入能,并且输入结构的最大瞬时输入能随地面峰值速度(PGV)和峰值加速度(PGA)的比值增大而增大。
It is believed that a pulse action is the main characteristic of near-fault ground motions.An instantaneous input energy model for a single-degree-of-freedom system is established and near-fault seismic records are input for elastoplastic time history analysis and instantaneous input energy of each earthquake is computed.It is found that maximum instantaneous input energy to structure coincides with velocity pulse in time history record and is proved to be determined by velocity pulse.Structure failure related to velocity pulse is verified.Furthermore,instantaneous input energy to long periods structure inflicted by velocity pulse ground motions is greater than no velocity pulse ground motions and is proportional to ratio of the peak ground velocity and the peak ground acceleration.
引文
[1]李爽,谢礼立.近场问题的研究现状与发展方向[J].地震学报,2007,29(1):102-111.
    [2]王海云,谢礼立.近断层强地震动的特点[J].哈尔滨工业大学学报,2006,38(12):2070-2073.
    [3]Adrian R M,Jonathan D B.Seismic Site Response for Near-faultForward Directivity Ground Motions[J].Journal of Geotechni-cal and Geoenvironmental Engineering,2006,132:1611-1620.
    [4]Haluk S.Engineering characteristics of the Near-field StrongMotions from the 1999 Kocaeli and Duzce earthquakes in Turkey[J].Journal of Seismology,2002,6:347-355.
    [5]Somerville P G,Graves R W.Characterization of EarthquakeStrong Ground Motion[J].Pure and applied Geophysics,2003,160:1811-1828.
    [6]Hall J F,Heaton T H,Hailing M W,et al.Near-source GroundMotion and its Effects on Flexible Buildings[J].EarthquakeSpectra,1995,11(4):569-604.
    [7]Makris N,Black C.Dimensional Analysis of Inelastic StructuresSubjected to Near-fault Ground Motions[R].Berkeley,Califor-nia:Earthquake Engineering Research Center,University of Cal-ifornia,2003,Report No.03-05:89-91.
    [8]胡冗冗,王亚勇.地震动瞬时能量与结构最大位移反应关系研究[J].建筑结构学报,2000,21(1):71-76.
    [9]胡冗冗,王亚勇.地震动瞬时输入能量谱探讨[J].工程抗震,2004(1):9-13.
    [10]GB 50011-2001建筑抗震设计规范)[S].
    [11]数据来源于http://peer.berkeley.edu/smcat/

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心