OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS
- Authors: Inozemtzev VK1, Inozemtzeva OV1, Nachshintsev EA1
- Affiliations:
- Issue: No 4 (2014)
- Pages: 18-23
- Section: Articles
- URL: http://journals.rudn.ru/structural-mechanics/article/view/10899
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Abstract
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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