Research Article
Oct 1973
Stress Analysis of Group of Interconnected Thin-Walled Cantilevers
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VIEW THE REPLYAuthors: Jacob Glück and Mordechai KraussAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 10
Abstract
The longitudinal axes of the cantilevers are assumed to be parallel while the main axes of the cross sections may have arbitrary directions. In addition to rigid diaphragms the flanges of the thin-walled cantilever may be rigidly connected by an elastic continuously distributed laminar system having bending stiffness in the direction parallel to the longitudinal axes. The analytical model may be an idealization of a group of thin-walled steel members interconnected by equidistant lammelas or a group of thin-walled stiffening elements interconnected by beams in a tall building. The basic static determinate scheme will be obtained by means of fictitious longitudinal cuts along the midpoints of the laminar system and along the ridges of the thin-walled element. The unknowns are the shear force functions along the cuts, which will be obtained from compatibility conditions along the fictive cut, expressed by a system of nonhomogeneous second-order differential equations with constant coefficients.
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Published In
Journal of the Structural Division
Volume 99 • Issue 10 • October 1973
Pages: 2143 - 2165
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Oct 1973
Published online: Feb 1, 2021
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Authors
Affiliations
Jacob Glück
Sr. Lect., Dept. of Structures, Faculty of Civ. Engrg., Technion—Israel Inst. of Tech., Haifa, Israel
Mordechai Krauss
Struct. Engr., Electrical Corp. of Israel, Haifa, Israel
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