首页> 外文会议>World conference on earthquake engineering;WCEE >SITE AMPLIFICATION IN THE EPICENTRAL AREA OF THE 31/10/2002EARTHQUAKE (MOLISE, ITALY): COMPARISON BETWEENDAMAGE DATA, MICROTREMORS, WEAK- AND STRONG-MOTIONS
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SITE AMPLIFICATION IN THE EPICENTRAL AREA OF THE 31/10/2002EARTHQUAKE (MOLISE, ITALY): COMPARISON BETWEENDAMAGE DATA, MICROTREMORS, WEAK- AND STRONG-MOTIONS

机译:2002年10月31日地震(意大利莫利塞)主要地区的站点放大:BETWEENDAMAGE数据,微距,弱和强运动的比较

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On October 31st and November 1st 2002 the Basso Molise area (Southern Italy) was struck by twomoderate magnitude earthquakes (M = 5.3 and 5.4). The epicentral area showed a high level of damage,attributable both to the high vulnerability of existing buildings and to site effects due to the geomorphologicalsetting. In order to detect the main cause of the severe building loss, damage andvulnerability distributions were analyzed, together with microtremors and weak motion monitoring, inseveral municipalities located in the epicentral area (Bonefro, S. Croce di Magliano, S. Giuliano di Pugliaand Colletorto). A limited number of strong motion recordings from the most severe aftershocks werealso available for Bonefro and S. Giuliano. We initially evaluated the site response by H/V ratiosperformed on microtremors. The low reliability of the Nakamura method in detecting the absoluteamplification level drove us to the adoption of other techniques. With the purpose of understanding thesite amplification influence on the damage caused by the main shock, we installed a local network torecord weak motions and perform standard spectral ratios with a reference site and single station H/Vratios. Finally, the damage and vulnerability distributions in the building stock were derived from thedatabase of the post-event survey Also the normalized damage was calculated to better understand theseparate contribution of vulnerability and site amplification to the actual macroseismic intensity observedin each municipality, and to identify some still open questions.
机译:2002年10月31日至11月1日,巴索莫利塞地区(意大利南部)遭受了两次中度地震(M = 5.3和5.4)。震中区域显示出很高的破坏水平,这既归因于现有建筑物的高度脆弱性,也归因于地貌环境。为了检测出严重建筑损失的主要原因,分析了震中区域的几个城市(Bonefro,S。Croce di Magliano,S。Giuliano di Pugliaand Colletorto)的破坏和脆弱性分布,以及微震和微动监测。 。 Bonefro和S. Giuliano还提供了一些来自最严重余震的有限强力运动录音。我们最初通过在微震中进行的H / V比评估了部位反应。 Nakamura方法在检测绝对扩增水平方面的低可靠性使我们不得不采用其他技术。为了了解站点放大对主震造成的损害的影响,我们安装了一个局域网来记录微弱的运动并与参考站点和单站点H / Vratios进行标准的频谱比。最后,从事后调查的数据库中得出建筑库存中的破坏和脆弱性分布,还计算了归一化的破坏,以更好地理解脆弱性和站点放大对每个市政当局观察到的实际宏观地震强度的不同贡献。仍未解决的问题。

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