ACCOUNTING FOR CHANGES IN THE DEFORMATIVE PROPERTIES OF TIMBER OVER TIME IN THE DESIGN OF WOODEN STRUCTURES

Authors

  • Анатолий Яковлевич Найчук БрГТУ

DOI:

https://doi.org/10.36773/1818-1212-2021-124-1-24-28

Keywords:

timber structures, timber, strength, high elasticity limit, load

Abstract

The article presents a method for determining the limit of high elasticity of timber elements of timber structures covering buildings, depending on the duration of the increase in snow load for the climatic regions of the Republic of Belarus. Based on the calculation results, it was found that for the climatic regions of the Republic of Belarus, the limit of high elasticity of timber of the coating structural elements under operating conditions decreases less than its strength. Therefore, when designing wooden structures for building coverings, models can be used that take into account the change in the deformative properties of timber over time, given in Eurocode 5.

 

 

 

Author Biography

Анатолий Яковлевич Найчук, БрГТУ

 

 

 

 

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Published

2021-04-20

How to Cite

(1)
Найчук, А. Я. ACCOUNTING FOR CHANGES IN THE DEFORMATIVE PROPERTIES OF TIMBER OVER TIME IN THE DESIGN OF WOODEN STRUCTURES. Вестник БрГТУ 2021, 24-28.

Issue

No. 1(124) (2021): Vestnik of Brest State Technical University

Section

Civil and Environmental Engineering

License

The authors retain the right to enter into certain contractual agreements relating to the non-exclusive distribution of the published version of the work (e.g. post it on the institutional repository, publication in the book), with the reference to its original publication in this journal.