Finite element analysis of metallic structure of unconventional dedicated tower crane

被引：0

作者：

Yuan, Sicong ^{[1
]}

Shang, Jingqiang ^{[1
]}

Wang, Donghong ^{[2
]}

Wei, Dongdong ^{[1
]}

Xiao, Chang ^{[1
]}

机构：

[1] Xian Univ Architecture & Technol, Sch Mech & Elect Engn, Xian 710055, Peoples R China

[2] China Acad Bldg Res, Inst Bldg Mechanizat, Hebei 065000, Peoples R China

来源：

FRONTIERS OF MECHANICAL ENGINEERING AND MATERIALS ENGINEERING, PTS 1 AND 2 | 2012年 / 184-185卷

关键词：

tower crane; unconventional dedicated; finite element; static analysis;

D O I：

10.4028/www.scientific.net/AMM.184-185.218

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

For the high hoisting height, wide using range, tower crane is widely utilized in the architecture construction, while there are some deficiencies in the high rising architecture such as chimney, so the performance can't exerted. By virtue of computer aided technology, the finite element static analysis of metallic structure of unconventional dedicated tower crane is conducted in this paper, and the figures of stress and displacement are achieved for the two working conditions and two structures. It is proved that the results are satisfied the requirements of stiffness and strength, and also foundation is established for the further analysis.

引用

页码：218 / +

页数：2

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Shang, Jingqiang
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