地盤の変形を考慮した鉛直荷重時立体架構の実用解法

概要

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The purpose of this paper is to investigate the reasonable design method of the buildings on poor grounds through the calculation of stresses in superstructure arising from differrential settelement of the foundation. For that purpose, we have proposed the practical method for stress analysis by using the method which is to combine computer program for stress analysis of space frame and deformation of the grounds. By the use of numerical example, we discuss some matter on the relationship between the defferrential settelment of the foundation and the stresses of superstructure. For one thihg, it is the influence that the plasticity and creep behavior of the structure's member exert. For another, it is the effect that is got by the method which increases the rigidity of footing beam and column or the method which use floating foundation for the countermeasure of suppression to differrential settlements.
社団法人日本建築学会の論文
1994-01-30