Determination of the Effective Buckling Length of Rahmen

라멘구조물의 유효좌굴장 결정

  • 경용수 (성균관대학교 토목환경공학과) ;
  • 진만식 ((주)다산컨설턴) ;
  • 김문영 (성균관대학교 토목환경공학과)
  • Published : 2004.04.01

Abstract

The goal of this paper is to determine the accurate effective length factor(K factor) for buckling design of plane frames and to point out the practical limitations of the alignment chart which provides the approximate effective length factor. At present, the most general method to obtain K factors is to use the alignment chart which is given in the form of nomograph in LRFD-AISC specification commentaries. However it should be realized that various simplifications and assumptions were used in obtaining the alignment chart. Therefore, a simple but effective method to obtain accurate K-factors through the stability analysis of plane frames is developed in this study. To demonstrate the accuracy and effectiveness of the present scheme, K-factors by system buckling analysis of frames are calculated and compared with those calculated by the alignment chart.

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