A Study on the Limit State of Steel Structures Under Earthquake

내진해석을 위한 강구조물의 극한상태에 관한 연구

  • 이승준 (아주대학교 건축공학과) ;
  • 구민세 (인하대하교 토목공학과) ;
  • 정란 (단국대학교 토목공학과) ;
  • 신동기 (인하대학교 토목공학과)
  • Published : 1991.09.01

Abstract

The procedure of the elastic response spectrum method which is used in the codes of many countries involves the computation of a static horizontal substitute loading resulting from the earthquake. The substitute loading is divided by a behavioral factor in order to take energy dissipation due to the real nonlinear structural behavior and damping effects ect. into account. The behavioral factors widely used in many countries are based not on the exact calculation but only on the empirical data. In order to determine the behavioral factors analytically, it is necessary to define the limit state of structures as a first step. In this work, the methods of the determination of limit state for the steel structures are discussed in the geometric, serviceabile and material apsects, and the behavioral factors for the three types of structures are calculated.

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