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- W2357337970 abstract "According to the analysis of control section and internal force through SUMT optimal portal frame design,optimal design not only emphasizes the use of the height of rigid frame web plate,but also effectively improves the rational distribution of internal force in control section.However,when we design node-connected endplate in the rules of portal frame design(CESCS102),it is required that the thickness of the plate should be greater than 16 mm,which makes it impossible to reduce the steel used in node-connected endplate design.If EUROCODE 3 constituted by European Committee of Steel Structure is adopted,the steel used in node-connected endplate design will reduced remarkably.In one example of the article,the input of steel in C and B nodes is 19.22% less than it is under traditional design condition.Along with the rational reduces of the endplate design thickness,the hysteresis curve in repeated loads may be changed,which has a beneficial earthquake resistant effect for structure.It is suggested that the foreign design conceptions should be used in the completion of the newer code and standard." @default.
- W2357337970 created "2016-06-24" @default.
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- W2357337970 date "2008-01-01" @default.
- W2357337970 modified "2023-09-22" @default.
- W2357337970 title "Influence of Node-Connected Design with Control Section and Internal Force of Portal Frame" @default.
- W2357337970 hasPublicationYear "2008" @default.
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