Ultimate load analysis of reinforced concrete silo shell roof

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	Ultimate load analysis of reinforced concrete silo shell roof
	Di, Yuan ; Yuan, Ming-Wu
刊名	gongcheng lixueengineering mechanics
	2001
英文摘要	The elastic stability of reinforced concrete silo shell roof is analyzed by using finite-element model. The elastic critical buckling loads of the shell roof are calculated. Based on the limit analysis theory, the method for calculating the ultimate load of silo shell roof is also presented. The analyses of practical applications indicate that the reinforced concrete silo shell roof in common practical use is always elastic stable, and the limit analysis theory should be used to assess the design proposal.; EI; 0; 6; 54-60; 18
语种	英语
内容类型	期刊论文
源URL	[http://ir.pku.edu.cn/handle/20.500.11897/408340]
专题	工学院
推荐引用方式 GB/T 7714	Di, Yuan,Yuan, Ming-Wu. Ultimate load analysis of reinforced concrete silo shell roof[J]. gongcheng lixueengineering mechanics,2001.
APA	Di, Yuan,&Yuan, Ming-Wu.(2001).Ultimate load analysis of reinforced concrete silo shell roof.gongcheng lixueengineering mechanics.
MLA	Di, Yuan,et al."Ultimate load analysis of reinforced concrete silo shell roof".gongcheng lixueengineering mechanics (2001).