The Design of a Timber-Metal Arch with an Additional Lattice Taking Ductility of Nodal Joints into Account
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URI (для ссылок/цитирований):
https://link.springer.com/chapter/10.1007%2F978-3-030-19868-8_87https://elib.sfu-kras.ru/handle/2311/128931
Автор:
Инжутов, И. С.
Жаданов, В. И.
Поляков, И. А.
Плясунова, М. А.
Лях, Н. И.
Коллективный автор:
Инженерно-строительный институт
Кафедра строительных конструкций и управляемых систем
Дата:
2019-05Журнал:
Advances in Intelligent Systems and ComputingКвартиль журнала в Scopus:
Q3Квартиль журнала в Web of Science:
без квартиляБиблиографическое описание:
Инжутов, И. С. The Design of a Timber-Metal Arch with an Additional Lattice Taking Ductility of Nodal Joints into Account [Текст] / И. С. Инжутов, В. И. Жаданов, И. А. Поляков, М. А. Плясунова, Н. И. Лях // Advances in Intelligent Systems and Computing: International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy Technologies EMMFT 2018. — 2019. — Т. 2 (№ 983). — С. 884-891Аннотация:
The article is dedicated to the rational efficient design of a threehinged
arched coating. It is noted that as a result of a significant decrease in the
bending moment under asymmetric snow load, the structure possesses a good
rate of basic materials consumption. The numerical analysis of the arch stressstrain
state has been done. The results of the arch stress-strain state under
asymmetric and symmetric loads, including comparison with the stress-strain
state of a classical three-hinged arch, have been given.