Response and modeling of axially-loaded concrete-filled steel columns with recycled coarse and fine aggregate

2021 ◽  
Vol 234 ◽  
pp. 111733 ◽  
Author(s):  
Mu-Zi Zhao ◽  
Yu-Yin Wang ◽  
Dawn E. Lehman ◽  
Yue Geng ◽  
Charles W. Roeder
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

2014 ◽  
Vol 8 (1) ◽  
pp. 59-69 ◽  
Author(s):  
Sreedhar Kalavagunta ◽  
◽  
Sivakumar Naganathan ◽  
Kamal Nasharuddin Bin Mustapha ◽  
◽  
...  
Keyword(s):  

2014 ◽  
Vol 92 ◽  
pp. 40-45 ◽  
Author(s):  
Wei-bin Yuan ◽  
Boksun Kim ◽  
Long-yuan Li
Keyword(s):  

2010 ◽  
Vol 1 (1) ◽  
pp. 43-60 ◽  
Author(s):  
Nuno Lopes ◽  
Paulo Real ◽  
Luís da Silva ◽  
Jean-Marc Franssen

2012 ◽  
Vol 75 ◽  
pp. 32-37 ◽  
Author(s):  
Chao Zhang ◽  
Guo-Qiang Li ◽  
Yong-Chang Wang
Keyword(s):  

Sign in / Sign up

Export Citation Format

Share Document