金陵大报恩寺御碑遗址结构性能及保护技术研究
DOI:
作者:
作者单位:

(1.东南大学建筑学院, 江苏南京210096;;2.南京航空航天大学土木系, 江苏南京210016)

作者简介:

淳 庆(1979—),男,2007年毕业于东南大学防灾减灾及防护工程专业,副教授,博士,Email:cqnj1979@163.com

通讯作者:

中图分类号:

基金项目:

国家自然科学基金重点项目资助(51138002),中央高校基本科研业务费专项资金资助(2242013R30001)


Structural performance analysis and conservation study of the imperial stelae in Jinling Dabaoen Temple
Author:
Affiliation:

(1.School of Architecture, Southeast University, Nanjing 210096, China; ;2. Civil Engineering Department, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China)

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 文章评论
    摘要:

    为了对金陵大报恩寺南北两块御碑遗址进行科学保护,首先通过有限元模拟对南北御碑遗址的现状结构性能进行分析,找出其在正常使用和地震作用时存在的安全隐患;然后根据计算分析结果及整体设计要求提出增设隔震支座的保护技术方案,采用有限元模拟计算对南北两块御碑遗址在增设隔震支座后的结构性能进行分析。计算结果表明:带有御碑的北碑的第一阶自振频率约为不带御碑的南碑的0.087;地震作用下,带有御碑的北碑最有可能破坏的部位是御碑,而不带御碑的南碑最有可能破坏的部位是龟趺头部。施加隔震支座后,南北两块御碑遗址结构的振动频率、最大主拉应力和最大主压应力均明显减小,在7度罕遇地震的情况下均不会发生破坏。研究结果对石碑的结构保护工程研究有参考价值。

    Abstract:

    In order to scientifically preserve two culturally important imperial stelae, specifically, the north stela and the south stela in Jinling Dabaoen Temple, first the structural performance of these stelae were analyzed by using ANSYS , a type of engineering simulation software. The structural safety issues were investigated under normal conditions and under earthquake conditions. Based on simulation results, a conservation plan is laid out. Adding isolation bearings under the stelae is suggested. The structural performances of the two stelae after adding the isolation bearings were also analyzed by ANSYS. The results showed that the first natural frequency of the north stela (i.e., the imperial stela) was 0.087 times of that of the south stela (lacking the royal stela). Under the earthquake conditions, the imperial stela on the northern site was most likely to be damaged. In the case of the southern stela, the tortoise head was most likely to be damaged first. After installation of bearings, the natural frequencies and the maximum tension and compression stresses of the two stela decreased significantly and became immune to damage even in a seventh degree earthquake. The study provides information about the structural analysis and conservation of stelae.

    参考文献
    相似文献
    引证文献
引用本文
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-03-17
  • 出版日期:
您是第位访问者
主办单位:上海博物馆 编辑出版:《文物保护与考古科学》编辑委员会
地址:上海市徐汇区龙吴路1118号,上海博物馆文物保护科技中心,《文物保护与考古科学》编辑部
电话:021-54362886 传真:021-54363740 E-mail:wwbhykgkx@163.com
文物保护与考古科学 ® 2024 版权所有
沪ICP备10003390号-3
沪公网安备 31010102005301号