STRESS-STRAIN STATE OF FRAME STRUCTURES AT THE DIFFERENT SNOW PRESSURE | Zendy

Галина Кравченко | Zendy; Елена Труфанова | Zendy; Денис Суслопаров | Zendy; Юлия Боженкова | Zendy; Julia Bozhenkova | Zendy

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STRESS-STRAIN STATE OF FRAME STRUCTURES AT THE DIFFERENT SNOW PRESSURE

Author(s) -

Галина Кравченко,

Елена Труфанова,

Денис Суслопаров,

Юлия Боженкова,

Julia Bozhenkova

Publication year - 2019

Publication title -

construction and architecture

Language(s) - English

Resource type - Journals

eISSN - 2500-1477

pISSN - 2308-0191

DOI - 10.29039/article_5d4c0a3c32e4c5.01590422

Subject(s) - stadium , structural engineering , snow , finite element method , stress (linguistics) , stress–strain curve , frame (networking) , geotechnical engineering , computer science , engineering , geology , mathematics , mechanical engineering , geometry , linguistics , philosophy , geomorphology

The multi-variant loading of the large-span unique steel covering of the stadium under snow load is considered. The spatial finite element model is developed using LIRA software. The analysis of the existing schemes application of snow loading is carried out according to the codes. Four snow load cases on the stadium's covering are assumed for analysis. The analysis of the stress-strain state of the stadium structures, the selection and verification of sections of the steel covering are performed. The results show that it is necessary to simulate behaviour of a structure under all possible load cases.

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