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