Study on the Response Modification Factor for a Lightweight Steel Panel-Modular Structure Designed as a Dual Frame System

이중골조시스템으로 설계된 복강판-모듈러 구조물의 반응수정계수에 관한 연구

  • Received : 2010.09.01
  • Accepted : 2010.11.25
  • Published : 2011.02.28


In this present study, a response modification factor for a lightweight steel panel-modular system which is not clarified in a current building code was proposed. As a component of the response modification factor, an over-strength factor and a ductility factor were drawn from the nonlinear static analysis curves of the systems modeled on the basis of the performance tests. The final response modification factor was then computed by modifying the previous response modification factor with a MDOF (Multi-Degree-Of-Freedom) base shear modification factor considering the MDOF dynamic behaviors. As a result of computation for the structures designed as a dual frame system, ranging from 2-story to 5-story, the value of 4 was estimated as a final response modification factor for a seismic design, considering the value of 5 as an upper limit of the number of stories.


Grant : 공기 단축형 복합구조시스템 건설기술 개발사업

Supported by : 포항산업과학연구원, 경남대학교


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