Zhu Yifeng, Wu Xiangdong, Zeng Bin, Li Ce. THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022
Citation:
Zhu Yifeng, Wu Xiangdong, Zeng Bin, Li Ce. THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022
Zhu Yifeng, Wu Xiangdong, Zeng Bin, Li Ce. THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022
Citation:
Zhu Yifeng, Wu Xiangdong, Zeng Bin, Li Ce. THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022
By an example of analyse and design of one single layer cylindrical lattice shell with low rise-span ratio,mechanical characteristic of the shell was analyzed;the effect of support stiffness on the shell was discussed;the method of structure of shell joint and design of shell were introduced;especially the global stability was studied.It was concluded that single layer cylindrical lattice shell with low rise-span ratio was sensitive to stiffness of support and initial geometrical imperfections;and if plastic is considered,the critical load of the shell will be reduced greatly by contrast with elastic critical load;stiffness of support has different effect on the shell in different load cases.