首页 | 本学科首页   官方微博 | 高级检索  
     检索      

汶川地震远场黄土场地地震动场地放大效应机制研究
引用本文:吴志坚,王兰民,陈拓,王平.汶川地震远场黄土场地地震动场地放大效应机制研究[J].岩土力学,2012,33(12):3736-3740.
作者姓名:吴志坚  王兰民  陈拓  王平
作者单位:1.甘肃省地震局 中国地震局黄土地震工程重点实验室,兰州 730000;2.中国地震局兰州地震研究所,兰州 730000; 3.甘肃省岩土防灾工程技术研究中心,兰州 730000;4.中国科学院寒区旱区环境与工程研究所 冻土工程国家重点实验室,兰州 730000
基金项目:国家自然科学基金项目(No.40902094,No.50978239);中国地震局地震预测研究所基本科研业务费项目(No.2012IESLZ01);国家重点基础研究发展计划资助(973项目)(No.2012CB026106)
摘    要:通过汶川地震震后科学考察发现,汶川地震局部场地的震害和地震动放大效应明显,地震对甘肃省境内远离震中的黄土地区造成了较为严重的破坏。在此基础上,结合钻孔波速测试,运用二维等价线性时程响应动分析法对甘肃省平凉市典型黄土塬进行了地震动力响应计算,分析了该地区局部场地条件对地震动放大效应的影响。研究发现,黄土塬具有地震动放大效应,随着塬高的增加,加速度、速度、位移均出现放大效应;随着地震动在黄土覆盖层中的传递,卓越频率向低频移动,高频成分被吸收,加速度反应谱中长周期分量逐渐增大。数值计算结果与实际震害基本吻合,其结果对黄土地区进行合理的抗震设防具有一定的科学意义。

关 键 词:黄土场地  放大效应  动力响应  波速
收稿时间:2012-06-15

Study of mechanism of site amplification effects on ground motion in far field loess during Wenchuan Ms8.0 earthquake
WU Zhi-jian,WANG Lan-min,CHEN Tuo,WANG Ping.Study of mechanism of site amplification effects on ground motion in far field loess during Wenchuan Ms8.0 earthquake[J].Rock and Soil Mechanics,2012,33(12):3736-3740.
Authors:WU Zhi-jian  WANG Lan-min  CHEN Tuo  WANG Ping
Institution:1. Key Laboratory of Loess Earthquake Engineering of CEA, Gansu Earthquake Administration, Lanzhou 730000, China; 2. Lanzhou Institute of Seismology, China Earthquake Administration, Lanzhou 730000, China; 3. Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China; 4. Key State laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Institute, Chinese Academy Sciences, Lanzhou 730000, China
Abstract:Based on earthquake damage investigation after the Wenchuan Ms8.0 earthquake, it is discovered that the phenomena of site amplification effects on ground motion were very obvious both in the mountainous area of southeastern Gansu province and the Loess Plateau areas. Combining with the borehole exploration, site seismic response analysis of the typical loess tableland at Pingliang City, Gansu province is carried out applying the dynamic finite element method of two dimensions linearly equivalent for dynamic response numerical calculation; the local amplification effect of the loess tableland is studied as well. The results show that there are seismic amplification effects at loess tableland; and acceleration, velocity and displacement increases with increase in tableland height gradually. Moreover, the low frequency components become more abundant and the high-frequency components are absorbed with increase in tableland height. The long-period components of acceleration response spectrum have increased gradually as well. The numerical results are basically consistent with the earthquake damages, so as to have certain scientific significance for the reasonable seismic fortification in loess regions.
Keywords:loess site  amplification effect  dynamic response  wave velocity
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号