A CONCISE AND EXPLICIT FORMULATION OF OUT-OF-PLANE INSTABILITY OF THIN-WALLED MEMBERS

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  • 薄肉断面部材の面外不安定に関する陽な剛性方程式表現とその適用
  • 薄肉断面部材の面外不安定に関する陽な剛性方程式表現とその適用〔英文〕
  • ウスニク ダンメン ブザイ ノ メンガイ フアンテイ ニ カンスル ヨウ ナ

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Abstract

The purpose of this study is to present a solution scheme for the problem of out-of-plane instability of thin-walled members. Based on the second order kinematic field, the stiffness equation of linearized finite displacements is formulated for thin-walled members, and given in a concise and explicit form. As a particular case, an important and practical application is made for the lateral-torsional buckling of in-plane beams and frames. Numerical examples are given for straight and curved members, and are compared with existing results. The analysis scheme presented is proved accurate, efficient and versatile.

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