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唐山与通海两大地震的强余震的差别及其原因探讨 被引量:2
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作者 李保昆 刁桂苓 +1 位作者 avi shapira 冯向东 《西北地震学报》 CSCD 北大核心 2009年第2期161-166,共6页
1970年通海地震序列与1976年唐山地震序列的对比表明,两次地震的余震衰减,余震强度和频度,余震分布区的形状等有区别。对此提出了一种解释:若余震分布区域的长轴长度a与短轴长度b之比a/b越大,则震源体越接近于一个面,在一个面上进行的... 1970年通海地震序列与1976年唐山地震序列的对比表明,两次地震的余震衰减,余震强度和频度,余震分布区的形状等有区别。对此提出了一种解释:若余震分布区域的长轴长度a与短轴长度b之比a/b越大,则震源体越接近于一个面,在一个面上进行的调整过程应当比较简单,余震的衰减比较快,强余震比较少而小;反之则震源体越表现出一个体的形态,在一个体内进行的调整过程应当比较复杂,余震衰减比较慢,强余震比较多而大。对于那些在主震后能够很快进行定位并勾画出余震区域轮廓的情况,可以尝试利用a/b快速判断后面强余震的多少以及余震衰减的快慢。 展开更多
关键词 唐山地震 通海地震 地震序列 余震震中区形状 震后趋势判断
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Questioning the applicability of soil amplification factors as defined by NEHRP (USA) in the Israel building standards 被引量:1
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作者 Yuli Zaslavsky avi shapira +3 位作者 Marina Gorstein Nahum Perelman Galina Ataev Tatiana Aksinenko 《Natural Science》 2012年第8期631-639,共9页
In this study we examined the applicability of the NEHRP soil classification which is based on the VS,30 parameter and the corresponding Fa and Fv factors to correct acceleration response spectra for local site classi... In this study we examined the applicability of the NEHRP soil classification which is based on the VS,30 parameter and the corresponding Fa and Fv factors to correct acceleration response spectra for local site classification. We calculated acceleration response spectra (10% in 50 years) for more than 1900 sites across Israel. Computations were made for hard rock conditions and for the actual site conditions, while considering nonlinear response of the soils. Based on synthetic acceleration response spectra of real sites (using stochastic procedures), it is concluded that generalizing site classification and consequently, amplification, by means of a single parameter VS, 30 is not recommended. The geology of Israel is complex and may vary significantly over short distances. Sites of similar class, show different soil effects both in shape, amplitude and in frequency. In many cases there is no correlation between amplification and VS, and in other cases, the scatter is unacceptably high. 展开更多
关键词 SITE Effect VS 30 SITE Classification SITE COEFFICIENT FA and FV
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