A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author) / Leonard, J.W. (author)
Engineering Structures ; 3 ; 52-61
1981-01-01
10 pages
Article (Journal)
Electronic Resource
English
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