^ Kombinuotųjų Stogo Konstrukcijų Lenkiamojo Strypo Racionalus Projektavimas/Rational design of flexural rod in combined roof structures | Structurae
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Kombinuotųjų Stogo Konstrukcijų Lenkiamojo Strypo Racionalus Projektavimas/Rational design of flexural rod in combined roof structures

Author(s):
Medium: journal article
Language(s): Latvian
Published in: Journal of Civil Engineering and Management, , n. 8, v. 2
Page(s): 21-25
DOI: 10.3846/13921525.1996.10590168
Abstract:

The paper discusses a calculation of rational parameters of main flexural rod used in combined roof structures. Geometrical non-linearity can be discussed separately when the member is subjected either to tension or compression. It has been established that rational parameters for rods subjected to compression-bending or tension-bending have to be determined from the non-linear analysis calculation of the parameters using the slender- ness parameter, i.e. when kl ≤ 1. Also combined roof structures with a non-continuous main member are discussed. The rational parameters were calculated from the geometrically non-linear analysis. Numerical testing has shown that the non-continuous main members of the combined structures are more effective than the continuous ones.

Copyright: © 1996 The Author(s). Published by VGTU Press.
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

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  • Reference-ID
    10363912
  • Published on:
    12/08/2019
  • Last updated on:
    02/06/2021