DETERMINING THE NECESSARY ACCURACY OF LARGE SPAN SPACE STRUCTURE DEFORMATION MONITORING WITH FINITE ELEMENT METHOD
被引:0
作者:
Deng, Hui
论文数: 0引用数: 0
h-index: 0
机构:
S China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R ChinaS China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R China
Deng, Hui
[1
]
Cao, Yu
论文数: 0引用数: 0
h-index: 0
机构:
S China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R ChinaS China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R China
Cao, Yu
[1
]
Duan, Ming
论文数: 0引用数: 0
h-index: 0
机构:
S China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R ChinaS China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R China
Duan, Ming
[1
]
机构:
[1] S China Univ Technol, State Key Lab Subtrop Architecture Sci, Guangzhou 510641, Peoples R China
来源:
ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2
|
2009年
关键词:
large span space structure;
safety monitoring;
necessary accuracy;
finite element method;
D O I:
暂无
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
In this paper, by using the finite element method to estimate expectant deformation increment during construction of large span space structure, the basic theory model of determining the necessary accuracy of large span structure safety monitoring is put forward on the basis of regarding expectant deformation increment of finite element method as allowable deformation value, an engineering example is finally presented to illustrate the correctness and applicability of the proposed method.
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页码:1245 / 1249
页数:5
相关论文
共 3 条
[1]
[丛培江 CONG Peijiang], 2008, [武汉大学学报. 信息科学版, Geomatics and Information Science of Wuhan University], V33, P1126