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摘要: 岷漳地震强地震动加速度峰值较小,然而震害却相对严重,局部黄土场地震害及地震动放大效应显著。基于岷漳地震强地震动记录,开展幅值、频谱和持时三要素特征分析,探讨传播距离、场地类别、土层条件等对地震动特征参数的影响规律,从地震动特征角度分析此次地震震害相对较重的原因及对震害的潜在影响。结果表明:1)Ⅲ类场地与Ⅰ类场地相比,峰值加速度放大2.1~4.6倍,持时延长10~43 s,反应谱在周期0.18~0.86 s谱值较大;2)黄土场地与非黄土场地相比,峰值加速度及峰值速度分别放大3倍和2倍左右,持时延长8~35 s,反应谱在周期大于0.32 s时谱值明显较大,存在显著的黄土场地地震动放大效应;3)设计地震分组为第二组的Ⅱ类黄土场地,加速度反应谱的平均曲线、拟合曲线在周期0.8~3.0 s与规范设计谱的谱值差大于20%。
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Abstract: The field investigations of the Minxian-Zhangxian Earthquake (MZE) indicated that amplification effects of site conditions and topography on ground motion were very obvious in loess regions. There is a common question why the small peak ground acceleration (PGA) did cause relatively serious damage of loess area in MZE. Based on the strong motion records of the MZE, this paper analyzes the amplitude, spectrum and duration characteristics of ground motion, discusses the influence of propagation distance and site conditions on the characteristic parameters of ground motion. From the perspective of ground motion characteristics, the reasons for the relatively heavy earthquake damage and the potential impact on the earthquake damage are analyzed. The results show that: 1) Compared with Class I site, the PGA of Class III site is increased by 2.1~4.6 times, the duration is prolonged by 10~43s, and the response spectrum value is larger in the period of 0.18~0.86s. 2) Compared with non-loess site, the PGA of loess site is increased by 3 times, the peak ground velocity of loess site is increased by 2 times, the duration is prolonged by 8~35s, and the response spectrum value is obviously larger when the period is greater than 0.32s. There is a significant loess site ground motion amplification effect. 3) The pseudo-acceleration spectrum of design earthquake-2nd group and site-class II significantly larger than Chinese design response spectra in period 0.8~0.3s. -
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