Performance Evaluation of Removable PC Slab Connection for the Reusable Steel Structural System

강구조 재사용 시스템을 위한 탈부착이 가능한 PC 슬래브 접합부의 성능평가

  • Shim, Hyun Ju (Technical Sales Support Team, Hyundai Steel) ;
  • Oh, Eun Ji (Department of Architectural Engineering, Chung-Ang University) ;
  • Lee, Eun Taik (Department of Architectural Engineering, College of Engineering, Chung-Ang University)
  • Received : 2013.08.19
  • Accepted : 2013.10.28
  • Published : 2013.12.27


Recently, an urgent issue of the global environment in the 21st century is the well-established paradigm of a sustainable and circulatory system. In the field of construction, it is important to approach sustainablity issues from a structural engineering point of view. The reusable steel structural system, which can adapt to changes in socio-economic conditions and varied demands, realized that the consumption of natural resources was minimized, the environmental load was reduced as much as possible. In order to reuse and recombinant the structural members, removable PC slab connection was introduced. This paper investigates the structural performance and serviceability by the dynamic characteristics of the steel beam to concrete slab connection.


Supported by : 한국연구재단


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