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- W1984681276 abstract "ABSTRACT: For each construction material used, there is certain theoretical limit in sizes. For tall buildingconstruction, the reduction in slab weight is the first step to take in order to break such size limits. In this paper, thefeasibility of such objective is proven and given by numerical analysis result. For a typical building slab, both concreteand advanced composite sandwich panels are considered. The concrete slab is treated as a special orthotropic plate toobtain more accurate result. For each panel, the deflection under the dead and live loads is compared, since bothtensile and compressive strengths of the composites are far more higher than those of concrete. All types of sandwichpanels considered, except one case, have self-weights less than one tenth of that of the reinforced concrete slab, withdeflections less than that of the reinforced concrete slab.초록 : 대형구조물 설계 건설시 가장 큰 제약은 모든 건설재료에는 치수의 한계가 있다. 본 논문에서는 고전적인 보이론에 의하여 단순 지지된 비등방성 슬래브의 처짐값을 구한 후 그 값을 비교하였고, 특별 직교이방성 판이론에 의하여 콘크리트와 샌드위치 교량의 물성을 비교하여 그 결과에 따른 처짐비와 강성값을 비교하였다. 경계조건은 임의의 경계조건을 갖는 판에 대한 해석해가 없기 때문에 부득이하게 네변이 모두 단순지지 되었을 경우로 해석을 하였고 복합재료의 인장강도는 콘크리트나 강재보다 훨씬 높으므로 비교대상은 처짐으로 하였다. 즉,철근콘크리트 슬래브보다 자중이 1/10이면서 처짐이 작은 몇 가지 형태의 샌드위치패널을 고려하였다." @default.
- W1984681276 created "2016-06-24" @default.
- W1984681276 creator A5071663023 @default.
- W1984681276 date "2014-02-28" @default.
- W1984681276 modified "2023-09-24" @default.
- W1984681276 title "A Study of the Advanced Composite Material Slab for Light Weight of Tall Building" @default.
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- W1984681276 doi "https://doi.org/10.7234/composres.2014.27.1.007" @default.
- W1984681276 hasPublicationYear "2014" @default.
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