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- W2377256907 abstract "According to the worst-case load combinations which determine the section design of bent-columns,a series of second-order elasticity analysis of single-story single-span bent frames have been completed,and inter-nal force including second-order effect have been acquired.Based on the eccentricity magnification factorηand relation ofη-l0,the effective length l0suggestion of bent-columns have been made in this paper." @default.
- W2377256907 created "2016-06-24" @default.
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- W2377256907 date "2007-01-01" @default.
- W2377256907 modified "2023-09-26" @default.
- W2377256907 title "The Effective Length of Bent-columns Based on the Second-order Elasticity Analysis" @default.
- W2377256907 hasPublicationYear "2007" @default.
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