flat slab flat plate 中文意思是什麼

flat slab flat plate 解釋
無梁樓蓋
  • flat : n 1 〈英罕〉地板;(房屋的)一層。2 一套房間;〈pl 〉分宅公寓〈美國高級公寓叫 apartment house〉。...
  • slab : n 1 平板,厚板;(圓木解成板時外面兩塊帶皮的)背板。2 (麵包等的)片,厚塊;鐵塊;土塊。3 混凝土...
  • plate : n 1 厚金屬板 〈cf sheet〉 板(片);(記有姓名等的金屬)牌子,(尤指醫生的)招牌,藏書牌;【印刷...
  1. The weight of this floor is small and the span of this floor is large. compared with the flat - slab floor, the flat - plate floor and the waffle floor, the cast - in - place reinforced concrete hollow flat - plate floor adapts the demands for the flat - plate floor system of this age. it has been used in some projects and has gained great social effects and economical profits

    現澆鋼筋混凝土空心板無梁樓蓋是一種新型的無梁樓蓋體系,它自重輕,跨度大,是繼帶柱帽的無梁樓蓋、平板無梁樓蓋、密肋無梁樓蓋之後,順應了時代對無梁樓蓋體系要求的新型無梁樓蓋體系,目前已經在一些工程項目上投入使用,取得了良好的經濟效益和社會效益。
  2. A flat plate, slab, or disk that is ornamented or engraved for mounting, as on a wall for decoration or on a monument for information

    匾額,銘碑,飾板被裝飾或雕刻的平的薄板、厚板或圓板,用來鑲嵌在墻上裝飾或安在紀念碑上記載資料
  3. By using the calculating method of the flat - plate floor, the bend moments of the slab in different place are calculated. the moment distribution ratio between the column trip and the middle trip of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the equivalent frame method is demonstrated. the moment of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the experience coefficient method is also demonstrated

    進而將無梁樓蓋體系的計算方法應用於現澆空心板無梁樓蓋中,通過對板格彎矩的分析,得出了現澆空心板無梁樓蓋按等效框架法計算的板帶彎矩分配比例系數,按經驗系數法計算的板帶彎矩設計值。
  4. A material nonlinear finite element analysis for the cast - in - place reinforced concrete hollow slab that occurs from initial loading, cracking, yielding to failing is carried on. the cracking load, ultimate load, the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained. a material nonlinear finite element analysis for the single span hollow flat - plate floor is also carried on

    其次對空心板進行了從加荷、開裂、屈服直至破壞的全過程材料非線性有限元計算,得到了空心板在豎向荷載作用下的開裂荷載、極限荷載及位移和應力分佈規律;還對單跨無梁樓蓋進行了材料非線性有限元計算,通過分析主應力場明確了柱上暗扁梁的作用;有限元計算的結果驗證了以上的理論分析並得到了一些重要的結論,對改進現澆空心板無梁樓蓋的構造措施有重要的參考價值。
分享友人