Extended Rankine approach for bi-axially loaded steel columns under natural fire

2009 ◽  
Vol 31 (5) ◽  
pp. 1024-1031 ◽  
Author(s):  
Y. Yao ◽  
K.H. Tan
2021 ◽  
Vol 234 ◽  
pp. 111733 ◽  
Author(s):  
Mu-Zi Zhao ◽  
Yu-Yin Wang ◽  
Dawn E. Lehman ◽  
Yue Geng ◽  
Charles W. Roeder

1998 ◽  
Vol 46 (1-3) ◽  
pp. 300-301
Author(s):  
D Dhima ◽  
G Fouquet ◽  
D Joyeux ◽  
J Kruppa ◽  
B Zhao

1996 ◽  
Vol 23 (1) ◽  
pp. 272-276 ◽  
Author(s):  
Robert Loov

Clause 13.3 of the Canadian Standards Association Standard CAN/CSA-S16.1-M89 "Limit states design of steel structures" utilizes complex five-piece curves to specify the limiting capacity of axially loaded steel columns. A study of these equations shows that they do not fit smoothly together. The resulting curves are scalloped. It has been found that the five-piece curves can be replaced by one continuous equation which never deviates by more than approximately 3% from the S16.1-M89 values. The proposed equation is applicable to all three column curves of the Structural Stability Research Council with only a change in the value of the exponent. The proposed equation has been adopted in the recently published CAN/CSA-S16.1-94 standard. Key words: axial loads, columns, inelastic analysis, steel columns.


2009 ◽  
Vol 47 (11) ◽  
pp. 1295-1304 ◽  
Author(s):  
Khaled M. El-Sawy ◽  
Amr M.I. Sweedan ◽  
Mohamed I. Martini

2013 ◽  
Vol 62 ◽  
pp. 690-701 ◽  
Author(s):  
Weiyong Wang ◽  
Yoshifumi Ohmiya ◽  
Gaofeng Ma

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