Stability of statically indefinite physically nonlinear timber structural systems

The procedure for determining the critical stability parameters of wood constructive systems is given, taking into account the features of the deformation stage in which the compressed elements are located. The dependence of critical parameters on the loading scheme and frame dimensions is determine...

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Bibliographic Details
Main Authors: Yemelyanov-Gennadyevich Sergey, Gennadievna-Pakhomova Ekaterina, Olegovna-Dubrakova Ksenia, Valerievich-Dubrakov Sergey
Format: Article
Language:English
Published: Institut za istrazivanja i projektovanja u privredi 2019-01-01
Series:Istrazivanja i projektovanja za privredu
Subjects:
Online Access:https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2019/1451-41171903404Y.pdf