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Preliminary site classification of free-field strong motion stations based on Wenchuan earthquake records

机译:基于汶川地震记录的自由场强震台地初步分类

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Abstract During the great Wenchuan earthquake, about 460 permanent free-field stations in National Strong Motion Observation Network System (NSMONS) of China captured the main shock acceleration records. These records can be applied to site effect analyses, and then the site classification of those permanent stations can be carried out firstly, which will served as the fundamental information for further research. In this paper, the site of near-fault stations is classified by horizontal-to-vertical spectral ratio (HVSR) method according to the site class description of Japan earthquake resistant design code and response spectral shapes (RSS) method following the site class description of the 1997 Uniform Building Code (UBC) provisions. Then based on the detailed borehole data of those free-field stations, the equivalent shear wave velocity and overburden thickness are calculated and the site classifications are given by Chinese code for seismic design of buildings. Furthermore, for the stations having successful microtremor test data, the site dominant periods are computed to verify the results of site classification. Finally, combined with all the above results, the recommended site classes of near-fault permanent free-field stations are given.
机译:摘要在汶川大地震中,中国国家强震观测网络系统(NSMONS)中约有460个永久性自由场站捕获了主要的地震加速度记录。这些记录可以用于场地效应分析,然后可以对那些永久性站点进行站点分类,这将作为进一步研究的基础信息。在本文中,根据日本抗震设计规范的场地类别描述和根据场地类别描述的响应谱形状(RSS)方法,通过水平垂直频谱比(HVSR)方法对近故障站场地进行分类。 1997年《统一建筑规范》(UBC)条款。然后,根据这些自由场站的详细钻孔数据,计算等效剪切波速度和覆盖层厚度,并用中文规范给出建筑物的抗震设计场地分类。此外,对于具有成功的微震测试数据的站点,计算站点占优势时段以验证站点分类的结果。最后,结合以上所有结果,给出了近断层永久性自由场站的推荐场地等级。

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