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- W2588167875 startingPage "153" @default.
- W2588167875 abstract "Columns in concentrically braced steel frames are generally designed for axial force and column moment demands do not affect the member sizes. If no column flexural stiffness is provided, a soft-story mechanism may occur in a braced frame as soon as the braces in one level reach their strength. In a previous paper, the effect of the column flexural stiffness on two story braced frames with pinned column bases was quantified using direct mathematical formulation, frame push-over and dynamic analyses. This paper evaluates the effect of column base fixity, as well as column stiffness and strength, on drift concentration in two story braced frames." @default.
- W2588167875 created "2017-02-24" @default.
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- W2588167875 date "2005-01-01" @default.
- W2588167875 modified "2023-10-16" @default.
- W2588167875 title "EFFECT OF COLUMN FLEXURAL STIFFNESS AND STRENGTH ON STORY DRIFT CONCENTRATION MECHANISM OF 2 STORY BRACED FRAMES WITH FIXED COLUMN BASE : Restraint effect of sub-resistant elements on drift concentration of dual systems" @default.
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- W2588167875 doi "https://doi.org/10.3130/aijs.70.153_3" @default.
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