Stability of battened columns with and without taper

 
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Journal part (EN)
Scientific article (EN)
1991 (EN)
Stability of battened columns with and without taper (EN)
Ioannidis, SS (EN)
Ermopoulos, JC (EN)
Kounadis, AN (EN)
In this investigation built-up columns with a linear variation of depth under various support conditions are analysed as rigid-jointed frameworks. A rigorous analysis for determining critical loads allows formulae to be established for buckling load estimates of practical importance. The individual and coupling effects on the critical loads are assessed for a variety of parameters such as: degree of nonuformity, number of panels as well as stiffness and length ratios of component members. The proposed solution technique is demonstrated with examples. © 1991. (EN)
journalArticle (EN)
Battened Columns (EN)
Tapered Members (EN)
tapered build-up members (EN)
Structural Analysis (EN)
Critical Loads (EN)
Support Conditions (EN)
Structural Design - Loads (EN)
critical buckling load (EN)
Columns (EN)
battened columns (EN)
Engineering, Civil (EN)
Structural Frames - Buckling (EN)
Joints (EN)
stability (EN)
support conditions (EN)
National Technical University of Athens
Digital Library of National Technical University of Athens | Dspace@NTUA
Κεντρική Βιβλιοθήκη Ε.Μ.Π.
Ιδρυματικό Αποθετήριο
Δημοσιεύσεις μελών Δ.Ε.Π. σε περιοδικά
Engineering Structures (EN)
English
1991 (EN)
http://hdl.handle.net/123456789/10565
10.1016/0141-0296(91)90035-B (EN)
13 (EN)
ISI:A1991FV49000002 (EN)
3 (EN)
237 (EN)
0141-0296 (EN)
241 (EN)
BUTTERWORTH-HEINEMANN LTD (EN)



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