Finite element analysis of metallic structure of unconventional dedicated tower crane
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 cant 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.
tower crane unconventional dedicated finite element static analysis.
Sicong Yuan Jingqiang Shang Donghong Wang Dongdong Wei Chang Xiao
School of Mechanical and Electrical Engineering, Xian University of Architecture and Technology,sha Institute of Building Mechanization China Academy of Building Research, hebei, 065000, China
国际会议
香港
英文
218-221
2012-07-27(万方平台首次上网日期,不代表论文的发表时间)