OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS

V K Inozemtzev; ИНОЗЕМЦЕВ ВЯЧЕСЛАВ КОНСТАНТИНОВИЧ; O V Inozemtzeva; ИНОЗЕМЦЕВА ОЛЬГА ВЯЧЕСЛАВОВНА; E A Nachshintsev; НАЩИНЦЕВ ЕВГЕНИЙ АЛЕКСАНДРОВИЧ

OVERALL STABILITY BIFURCATION BEARING RECEIVER SKELETON-FRAME STRUCTURAL SYSTEM OF TALL OBJECTS

Authors: Inozemtzev VK¹, Inozemtzeva OV¹, Nachshintsev EA¹
Affiliations:
1. Саратовский государственный технический университет
Issue: No 4 (2014)
Pages: 18-23
Section: Articles
URL: https://journal-vniispk.ru/1815-5235/article/view/346605
ID: 346605

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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)