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基于有限元理论的建筑物变形监测精度指标的确定
引用本文:黄贺琴,李朝奎,李拥.基于有限元理论的建筑物变形监测精度指标的确定[J].工程勘察,2012(6):57-61.
作者姓名:黄贺琴  李朝奎  李拥
作者单位:[1]湖南科技大学地球空间信息科学研究中心,湖南湘潭411201 [2]地理空间信息湖南省工程实验室,湖南湘潭411201
基金项目:湖南省教育科学研究科题(G21028); 湖南科技大学研究生创新基金(S110129)
摘    要:以确定建筑物变形观测的允许变形值为目标,通过将建筑物的变形观测误差作为等效荷载纳入荷载组合,运用有限单元理论,求得最不利荷载组合值下的极限变形值,从建筑物上部结构受力特点出发,介绍建筑物变形观测精度指标的确定方法。

关 键 词:允许变形值  变形监测  有限单元法  观测精度

The method of determining deformation observation accuracy index based on the finite element theory
Huang Heqin,',Li Chaokui,',Li Yong.The method of determining deformation observation accuracy index based on the finite element theory[J].Geotechnical Investigation & Surveying,2012(6):57-61.
Authors:Huang Heqin    Li Chaokui    Li Yong
Affiliation:1,2 (1. Research Center of Geospatial Information Science, Hunan University of Science and Technology, Xiangtan 411201, China; 2. Hunan State Engineering Laboratory of Geo-spatial Information, Xiangtan 411201, China)
Abstract:By taking the building deformation observation error as equivalent loads in the finite element theory, this paper focuses on the identification of a building deformation observation allowed. The most unfavorable load combination is used to obtain the limit value of deformation values. By analysis of upper structure stress characteristics of buildings, the exact method of determining building deformation observation accuracy index is given.
Keywords:allowed deformation  deformation monitoring  finite element method  observation accuracy
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