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This paper is concerned with the forces for which steel column braces should be designed. It reviews a previous study of column brace forces, and analyses the elastic and first yield behavior of simply supported columns with central braces.
This paper is concerned with the forces for which steel column braces should be designed. It reviews a previous study of column brace forces, and analyses the elastic and first yield behavior of simply supported columns with central braces.
Column Bracing Forces
N. S. Trahair (author)
1999
16 pages
Report
No indication
English
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