首页> 外文会议>World conference on earthquake engineering;WCEE >PRELIMINARY STUDY FOR EVALUATION OF EARTHQUAKE RISKTO THE HISTORICAL STRUCTURES IN KATHMANDU VALLEY(NEPAL)
【24h】

PRELIMINARY STUDY FOR EVALUATION OF EARTHQUAKE RISKTO THE HISTORICAL STRUCTURES IN KATHMANDU VALLEY(NEPAL)

机译:加德满都河谷(尼泊尔)历史结构地震风险评估的初步研究

获取原文

摘要

In this study, an attempt to assess the seismic vulnerability of the historical infrastructures like templesand stupas of Kathmandu valley, Nepal was carried out. The estimation of periods of multi-tiered templeswas done by using empirical equations. To estimate the periods of soil, theoretical transfer function of SHwaves was used. It is found that there may not be severe impact to the temples located at the valley floorduring far field earthquakes due to difference in predominant period of temples, stupas and the ground.However, temples and stupas which have experienced some past earthquake motions could exhibit longernatural period due to existing cracks. In such cases, there are possibilities of resonance effect because theperiod of temples and stupas are closer to the predominant period of the ground. Likewise, the templeslocated at the border of the Kathmandu Valley may have severe damage from resonance effect due to theshort periods of temples and sites near rock outcrops. It is observed that most of the important templeslike Pashupatinath, Nyatpol, Gujeshwori, Krishna Mandir, Banglamukhi and stupa like Boudhnath aresituated over geological formations which may be at risk of liquefaction under sever seismic impact.These results are from the preliminary phase of analysis, and detailed field measurements such as theperiods of structures, soil and various sub-surface structures are necessary for the further investigation.
机译:在这项研究中,试图评估尼泊尔加德满都山谷的庙宇和佛塔等历史基础设施的地震脆弱性。多层庙宇的周期估计是通过经验公式完成的。为了估算土壤的周期,使用了SHwave的理论传递函数。研究发现,由于远场地震,寺庙和佛塔与地面的主要​​时段不同,在远场地震中不会对位于谷底的寺庙产生严重影响,但是经历过一些地震运动的寺庙和佛塔可能会表现出更长的自然期间由于存在裂缝。在这种情况下,可能会产生共振效应,因为寺庙和佛塔的时期更接近地面的主要​​时期。同样,由于寺庙和岩石露头附近地点的时间较短,位于加德满都谷地边界的寺庙可能会因共振效应而受到严重破坏。据观察,大多数重要的神庙,如帕斯帕提那神庙,尼亚特波尔神庙,古杰什沃里神庙,克里希纳·曼迪尔神庙,孟加拉古穆克希神庙和佛塔之类的佛塔都位于地质构造之上,这些地质构造可能在严重地震作用下有被液化的危险,这些结果来自于初步的分析阶段,以及进一步的研究需要详细的现场测量,例如结构,土壤和各种地下结构的周期。

著录项

  • 来源
  • 会议地点 Vancouver(CA);Vancouver(CA)
  • 作者单位

    Akita Prefectural University Honjo Japan. At present: Research Assistant University of Wyoming USA. Email: sudhir@uwyo.edu;

    Akita Prefectural University Honjo Japan. Email: karkee@akita-pu.ac.jp;

    Akita Prefectural University Honjo Japan. Email: carlos@akita-pu.ac.jp;

    Akita Prefectural University Honjo Japan. Email: tokeshi@akita-pu.ac.jp;

    University of Wyoming Laramie USA. Email: snmiller@uwyo.edu;

  • 会议组织
  • 原文格式 PDF
  • 正文语种
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

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