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

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

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...

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Bibliographic Details
Main Authors: V K Inozemtzev, O V Inozemtzeva, E A Nachshintsev
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2014-08-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
критическая нагрузка
бифуркационная устойчивость
не- сущий остов
вириал
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/10899
Description
Summary: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)
ISSN:1815-5235
2587-8700

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