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云冈石窟第19窟西耳窟地震动力响应

孙博 彭宁波 王逢睿

西南交通大学学报2012,Vol.47Issue(4):573-579,7.
西南交通大学学报2012,Vol.47Issue(4):573-579,7.DOI:10.3969/j.issn.0258-2724.2012.04.006

云冈石窟第19窟西耳窟地震动力响应

Seismic Dynamic Responses of No.19 Grotto's West Side Cave of Yungang Grottoes

孙博 1彭宁波 2王逢睿1

作者信息

  • 1. 中铁西北科学研究院有限公司,甘肃兰州730000
  • 2. 兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000
  • 折叠

摘要

Abstract

A three-dimensional entity model for the 19th grotto's west side cave of Yungang Grottoes was built in order to explore the seismic dynamic responses of grottoes, A finite difference software, FLAC3D, was used to numerically simulate the displacement, acceleration amplification factor, stress distribution and acceleration Fourier spectrum of its chamber and surrounding rock. The simulation results show that its external cliff has a trend of outward collapse, and the main failure mode of rock mass is shear failure. Seismic waves are reflected and superimposed on each other in the region near the chamber, and large energy is absorbed by rock mass, so earthquake acceleration in the region should be augmented in antiseismic strengthening design.

关键词

石窟/地震动力响应/稳定性/数值模拟

Key words

grotto/ seismic dynamic response/ stability/ numerical simulation

分类

天文与地球科学

引用本文复制引用

孙博,彭宁波,王逢睿..云冈石窟第19窟西耳窟地震动力响应[J].西南交通大学学报,2012,47(4):573-579,7.

基金项目

"十一五"国家科技支撑计划资助项目(2009BAK53B04) (2009BAK53B04)

西南交通大学学报

OA北大核心CSCDCSTPCD

0258-2724

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