A second-order flexibility-based model for steel frames of tapered members
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference45 articles.
1. Advanced Analysis and Design of Steel Frames;Li,2007
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3. An efficient method for computation of effective length factor of columns in a steel gabled frame with tapered members;Saffari;J. Constr. Steel Res.,2008
4. Buckling analysis of semi-rigid gabled frames;Pajand;Struct. Eng. Mech.,2015
5. Exact expression for stability functions of a general non-prismatic beam coloumn member;Al-Sadder;J. Constr. Steel Res.,2004
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