大雁塔震害调查及有限元模拟分析

英文篇名：Investigation and Finite Element Analysis of Earthquake Damage on Big Wild Goose Pagoda
中文刊名：昆明理工大学学报(理工版)
英文刊名：Journal of Kunming University of Science and Technology(Science and Technology)
作者：陈平 ; 陈厚飞 ; 魏俊亚
英文作者：CHEN Ping1 ; CHEN Hou-fei1 ; WEI Jun-ya2(1.School of Civil Engineering ; Xi'an University of Architecture and Technology ; Xi'an 710055 ; China ; 2.Tianjin Institute of Urban Construction ; Tianjin 300381 ; China)
中文关键词：大雁塔 ; 震害 ; 时程分析 ; 保护加固
英文关键词：Big Goose Pagoda ; earthquake damage ; transient analysis ; reinforcement
出版日期：2010-04-15
机构：西安建筑科技大学土木工程学院;天津城市建设学院;
年：2010
期：02
出版单位：昆明理工大学学报(理工版)

摘要

5.12汶川地震对大雁塔造成了较大的损坏,为了有效地保护大雁塔这一人类文化遗产,在震害调查与分析的基础上,运用大型有限元软件ANSYS建立大雁塔三维实体模型,进行了模态分析和时程分析,通过输入不同地震波,计算出结构的位移反应与层间位移.结果表明:不同地震波输入时结构上部位移反应均较大;塔体的最大层间位移发生在结构薄弱层第五层、第六层.在震害与理论分析的基础上,提出了大雁塔保护加固建议.
Wenchuan earthquake on May 12th caused great damage to the Big Wild Goose Pagoda,a cultural heritage of mankind.In order to protect the pagoda is effectively,the large-scale finite element soft-ware ANSYS is used to establish a model based on the investigation and analysis of earthquake damage.A modal analysis and a transient analysis are then conducted.The displacement of the structure and the inter-drift of the floors are calculated by inputting different seismic waves.It is shown through the results that the upper displacements are larger and that the largest inter-drift of the tower occurs in the weak layer of fifth,sixth floor.Reinforcement proposals are proposed to protect the Great Wild Goose Pagoda on the basis of the earthquake damage and theoretical analysis.

引文

[1]赵立瀛,等.陕西古建筑[M].西安:陕西人民出版社,1992.
    [2]陈平,姚谦峰,赵冬.西安大雁塔抗震能力研究[J].建筑结构学报,1999,20(1):46-48.
    [3]中国建筑科学研究院工程抗震研究所八室.西安市大雁塔等六座古建筑物动态试验报告[R],1988.
    [4]尚晓江.ANSYS结构有限元高级分析方法与范例应用[M].北京:中国水利水电出版社,2008.
    [5]丰定国,等.工程结构抗震[M].北京:地震出版社,1989.