Structural Mechanics of Engineering Constructions and Buildings (Aug 2014)

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

  • V K Inozemtzev,
  • O V Inozemtzeva,
  • E A Nachshintsev

Journal volume & issue
Vol. 0, no. 4
pp. 18 – 23

Abstract

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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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