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A simple formula for estimating the column ultimate load with effect of semi-rigid connections 

Nassani, Dia Eddin; Chikho, Abdul Hakim (KOREAN SOC STEEL CONSTRUCTION-KSSC, 2015-03)
Calculating the ultimate load of a framed column in sway structures involves, in the currently used design method, the calculation of the column effective length and utilizing the interaction formulae or tables. Therefore ...



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AuthorChikho, Abdul Hakim (1)
Nassani, Dia Eddin (1)
Subjectconnection (1)semi-rigid (1)steel beams (1)steel structures (1)ultimate load (1)... View MoreDate Issued
2015 (1)
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|| Guide|| Instruction || Library || Hasan Kalyoncu Univesity || OAI-PMH ||

Hasan Kalyoncu Univesity, Gaziantep, Turkey
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