Enviar artigo por via de e-mail OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS
- Autores: Inozemtzev VK1, Inozemtzeva OV1, Nachshintsev EA1
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Afiliações:
- Саратовский государственный технический университет
- Edição: Nº 4 (2014)
- Páginas: 18-23
- Seção: Articles
- URL: https://ogarev-online.ru/1815-5235/article/view/346605
- ID: 346605
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Resumo
The article discusses the results of calculation of the critical load for high-rise buildings with a hinged frame design scheme (total resistance as the perception of horizontal (wind) loads, provided the kernel hardness (trunk bearing skeleton.) And hard (total resistance pro- vided by the carrier core columns, diaphragm stiffness a horizontal trunk and hard drives over- lap and cover)
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Sobre autores
V Inozemtzev
Саратовский государственный технический университет
Email: naschintsew@mail.ru
доктор технических наук, профессор, Тел.:+7-919-838-61-47
O Inozemtzeva
Саратовский государственный технический университеткандидат технических наук, доцент
E Nachshintsev
Саратовский государственный технический университетаспирант
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