首页> 外文OA文献 >Estimation of 1-D velocity models beneath strong-motion observation sites in the Kathmandu Valley using strong-motion records from moderate-sized earthquakes
【2h】

Estimation of 1-D velocity models beneath strong-motion observation sites in the Kathmandu Valley using strong-motion records from moderate-sized earthquakes

机译:使用来自中等规模地震的强运动记录估算加德满都谷地强运动观测点下的一维速度模型

代理获取
本网站仅为用户提供外文OA文献查询和代理获取服务,本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文,但由于OA文献来源多样且变更频繁,仍可能出现获取不到、文献不完整或与标题不符等情况,如果获取不到我们将提供退款服务。请知悉。

摘要

The Himalayan collision zone experiences many seismic activities with large earthquakes occurring at certain time intervals. The damming of the proto-Bagmati River as a result of rapid mountain-building processes created a lake in the Kathmandu Valley that eventually dried out, leaving thick unconsolidated lacustrine deposits. Previous stud-ies have shown that the sediments are ~600 m thick in the center. A location in a seismically active region, and the possible amplification of seismic waves due to thick sediments, have made Kathmandu Valley seismically vulnerable. It has suffered devastation due to earthquakes several times in the past. The development of the Kathmandu Valley into the largest urban agglomerate in Nepal has exposed a large population to seismic hazards. This vulnerability was apparent during the Gorkha Earthquake (Mw7.8) on April 25, 2015, when the main shock and ensuing aftershocks claimed more than 1700 lives and nearly 13% of buildings inside the valley were completely damaged. Preparing safe and up-to-date building codes to reduce seismic risk requires a thorough study of ground motion amplification. Characterizing subsurface velocity structure is a step toward achieving that goal. We used the records from an array of strong-motion accelerometers installed by Hokkaido University and Tribhuvan University to construct 1-D velocity models of station sites by forward modeling of low-frequency S-waves. Filtered records (0.1–0.5 Hz) from one of the accelerometers installed at a rock site during a moderate-sized (mb4.9) earthquake on August 30, 2013, and three moderate-sized (Mw5.1, Mw5.1, and Mw5.5) aftershocks of the 2015 Gorkha Earthquake were used as input motion for modeling of low-frequency S-waves. We consulted available geological maps, cross-sections, and borehole data as the basis for initial models for the sediment sites. This study shows that the basin has an undulating topography and sediment sites have deposits of varying thicknesses, from 155 to 440m. These models also show high velocity contrast at the bedrock depth which results in significant wave amplification.
机译:喜马拉雅碰撞带经历了许多地震活动,在一定的时间间隔发生了大地震。迅速的山区建造过程导致原始巴格马蒂河的筑坝,在加德满都谷地形成了一个湖泊,该湖最终干dried,留下了厚厚的未固结湖相沉积物。以前的研究表明,沉积物的中心厚约600 m。加德满都谷地处地震活跃区域,加上厚厚的沉积物可能会放大地震波,这使加德满都谷地在地震中变得脆弱。过去几次遭受地震破坏。加德满都谷地发展为尼泊尔最大的城市群,使大量人口面临地震危险。该漏洞在2015年4月25日的戈尔卡地震(Mw7.8)期间十分明显,当时主要的地震和随后的余震夺走了1700多人的生命,并且山谷内近13%的建筑物被完全破坏。编写安全且最新的建筑法规以降低地震风险,需要深入研究地震动放大。表征地下速度结构是实现该目标的一步。我们使用北海道大学和特里布万大学安装的一系列强运动加速度计的记录,通过对低频S波进行正向建模来构建车站站点的一维速度模型。在2013年8月30日的中度(mb4.9)地震中,在一块岩石现场安装的加速度计中的一个加速度计和三个中度(Mw5.1,Mw5.1和2015年Gorkha地震的余震(Mw5.5)被用作低频S波建模的输入运动。我们参考了可用的地质图,横截面和钻孔数据,作为沉积物位点初始模型的基础。这项研究表明,该盆地地势起伏很大,沉积物的沉积物厚度从155m至440m不等。这些模型还显示出在基岩深度处的高速对比,这会导致明显的波放大。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
代理获取

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号