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Stability of nonprismatic members
Abstract The stability of nonprismatic beam-columns is studied using the stiffness method of analysis to simulate the beam-columns. Shear deformation effects are included and their influence on the stability of tapered and laced columns is studied.
Stability of nonprismatic members
Abstract The stability of nonprismatic beam-columns is studied using the stiffness method of analysis to simulate the beam-columns. Shear deformation effects are included and their influence on the stability of tapered and laced columns is studied.
Stability of nonprismatic members
Kruchoski, B.L. (Autor:in) / Leonard, J.W. (Autor:in)
Engineering Structures ; 3 ; 52-61
01.01.1981
10 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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