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- W2358275916 abstract "Based on the non-linear finite element method for sheet-shell structures,the material and geometry diploid non-linear analysis on the ultimate load-carrying capacity of portal frame of light-weight steel structure is carried out when buckling of web plate of column is considered.The alterations of geometric parameters including web plate height-thickness ratio,flange width-thickness ratio,gradient and height-span ratio are analyzed;and then some conclusions are presented for engineering design.Results show that the augment of web thickness,web height,flange thickness,gradient and height-span ratio can increase the ultimate load-carrying capacity of portal frame.Ultimate load-carrying capacity of portal frame changes greatly when web height-thickness ratio of column is 60 through 135,flange width-thickness ratio is 9 through 15.43.But changes little when gradient is 1/8 through 1/24,and height-pan ratio is 1/12 through 1/8.Therefore,theirs′ influence can be ignored in project analysis." @default.
- W2358275916 created "2016-06-24" @default.
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- W2358275916 date "2008-01-01" @default.
- W2358275916 modified "2023-09-28" @default.
- W2358275916 title "Finite element analysis on the ultimate load-carrying capacity of portal frame of light-weight steel structure at vertical symmetrical load" @default.
- W2358275916 hasPublicationYear "2008" @default.
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