Analysis of Wire-Mesh Half Slab by Layer Model

Layer모델에 의한 와이어 메쉬 하프슬래브의 해석

  • 이원호 (광운대학교 건축공학과) ;
  • 이리형 (한양대학교 건축공학과) ;
  • 정란 (단국대학교 건축공학과) ;
  • 박칠림 ((주)대우건설기술연구소)
  • Published : 1994.04.01

Abstract

This paper is to study the mechanical behavor and structural safety of the wire-mesh half slab by an analytical method. Layer model was adopted by modelling the wire-mesh half slab as a flexural member composed of free cantilever beam and vertical supports (walls or beams). Reasonable results for the prediction of ultimate strength of the half stab at each loading direction and design recommendations for the reinforcement detail at wall(beam)-slab joints are acquired. On the other hand, ductility capacity of the wire-mesh half slab was overestimated by not considering the brittleness of wire-mesh reinforcements pre-manufactured at the form of Kaiser Truss.

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