Buckling length of non-uniform members under stepped axial loads

Author:

Ermopoulos John Ch.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference21 articles.

1. Wood RH, Effective lengths of columns in multi-storey buildings, Struct Engn 1974;235–244, 295–302, 341–346 (parts I–III)

2. A graphical method of preventing sidesway in the design of multi-storey buildings;Wood;Proc Inst Civil Engrs, Lond,1975

3. Specification for structural steel buildings—allowable stress design and plastic design,1989

4. The effective length of columns in unbraced frames;Yura;Engng J AISC,1971

5. Compression struts with nonprogressively variable moment of inertia;Radomski,1938

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4. Stability of non-prismatic frames with flexible connections and elastic supports;KSCE Journal of Civil Engineering;2015-06-10

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