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Strong ground motion characteristics observed in the 13 June 2011 M(w)6.0 Christchurch, New Zealand earthquake

机译:在2011年6月13日,新西兰克赖斯特彻奇M(w)6.0地震中观测到的强地面运动特征

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This paper examines the salient characteristics of near-source strong ground motions recorded from the 13 June 2011 M-w 6.0 Christchurch, New Zealand earthquake. 26 strong motions were recorded within R-rup=-30 km of the source, with maximum geometric mean horizontal shaking exceeding peak accelerations and velocities of PGA= 1.5 g and PGV= 100 cm/s, respectively. The polarity of strong motion recordings with R-rup < 6 km illustrate the complexity of the seismic source, supporting the two-fault model of Beavan et al. [4]. Directivity in the observed ground motions in eastern and central Christchurch is dominated by the secondary rupture of a right-lateral ENE-trending fault plane, which produces polarization in a predominantly NS direction. As seen in previous events in the Canterbury earthquake sequence, significant basin-generated surface waves led to strong long period ground motions with relatively long significant durations. The installation of strong motion instruments in the Port Hills following the 22 February 2011 M(w)6.2 Christchurch earthquake resulted in five new observed ground motions on rock or shallow soil sites, relative to past events, with the PARS and GODS stations on top of the causative faults recording very large amplitudes, inferred as a result of site response and topographic effect coupling. Significant nonlinear site response is evident at several locations in eastern Christchurch, resulting in truncation of acceleration amplitudes, with liquefaction-induced cyclic mobility clearly evident at two locations. Pore pressure recordings at five locations in eastern Christchurch illustrate that significant excess pore water pressure (EPWP) generation in a M(w)53 event, which occurred 80 min prior to the M(w)6.0 event, resulted in residual EPWP's that had a measurable influence on high frequency ground motion amplitudes at soft soil sites in the latter event. Finally, the observed ground motion amplitudes are compared with empirical models for response spectra and significant duration. (C) 2016 Elsevier Ltd. All rights reserved.
机译:本文研究了2011年6月13日新西兰克赖斯特彻奇M-w 6.0地震记录的近源强地震动的显着特征。在距震源R-rup = -30 km内记录了26次强烈运动,最大几何平均水平摇动分别超过了峰值加速度和PGA = 1.5 g和PGV = 100 cm / s的峰值速度。 R-rup <6 km的强运动记录的极性说明了震源的复杂性,支持了Beavan等人的双断层模型。 [4]。克赖斯特彻奇东部和中部观测到的地面运动的方向性主要由右向ENE趋势断层的二次破裂控制,该破裂在主要的NS方向上产生极化。从坎特伯雷地震序列的先前事件中可以看出,盆地产生的大量地表波导致了强烈的长期地面运动,且持续时间相对较长。在2011年2月22日克赖斯特彻奇M(w)6.2地震后,在波特希尔斯安装了强大的运动仪器,相对于过去的事件,在岩石或浅层土壤现场观测到了五个新的地面运动,其中PARS和GODS站位于由于现场响应和地形效应耦合而推断出的致病性断层记录的振幅非常大。在克赖斯特彻奇东部的几个位置上,明显的非线性位点响应是明显的,导致加速度振幅被截断,在两个位置上,液化引起的循环迁移率也很明显。克赖斯特彻奇东部五个位置的孔隙压力记录表明,在M(w)53事件之前80分钟发生的M(w)53事件中,产生了显着的过剩孔隙水压力(EPWP),导致残留的EPWP具有在后一种情况下,对软土地基处的高频地面运动振幅具有可测量的影响。最后,将观察到的地面运动幅度与经验模型进行比较,以获取响应频谱和显着持续时间。 (C)2016 Elsevier Ltd.保留所有权利。

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