한국전산구조공학회:학술대회논문집 (Proceedings of the Computational Structural Engineering Institute Conference)
- 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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- Pages.73-80
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- 1994
Layer모델에 의한 와이어 메쉬 하프슬래브의 해석
Analysis of Wire-Mesh Half Slab by Layer Model
- 발행 : 1994.04.01
초록
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.
키워드