(7) EFFECTIVENESS OF BRACING ARRANGEMENT IN IMPARTING STIFFNESS AGAINST LATERAL FORCES : Lateral Force Distribution in Continuous and Dispersed Elastic or Plastic Bracings in Three Dimentional Framed Structures using The Method of Difference Equations and Stress-Controlled Calculation

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  • 7 筋違の配置とその効果に関する研究 : 応力調整法(仮)による弾性,塑性域筋違一般配置における横力分担の性状ならびに計算法について
  • 筋違の配置とその効果に関する研究
  • スジチガイ ノ ハイチ ト ソノ コウカ ニ カンスル ケンキュウ
  • 6) EFFECTIVENESS OF BRACING ARRANGEMENTS IN IMPARTING STIFFNESS AGAINST LATERAL FORCES : Lateral Force Distribution in Continuous and Dispersed Elastic or Plastic Bracings in Three Dimentional Framed Structures using The Method of Stress-Controlled Calculation included parallel Transformation and Rotation

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Abstract

Teis paper presents a solution for the lateral force distribution in bracings arranged continuously or dispersely in three dimensional many storied framed structures using the method of difference equations and stress-controlled calculation. The method of stress-controlled calculation is a relaxation method using that we can find easily a solution for the lateral force distribution in elastic or plastic bracings arranged continuously or dispersely in three dimensional many storied framed structures. Numerical results using the method of stress-controlled calculation show that the ratio of lateral force distribution in elastic brancings arranged continuously in the framed structures and in the open frame is smaller than the ratio of the shear rigidily of bracings and of the open frame, but the value of the same ratio in bracings arranged dispersely is roughly equal to the ratio of the shear rigidity of bracings and of the open frame. This paper also contain numerical results using the method of stress-controlled calculation for the lateral force distribution in plastic bracings arranged continuously or dispersely in framed structures.

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