masonry of well 中文意思是什麼

masonry of well 解釋
爐底砌築
  • masonry : n. 1. 石工技術;石工行業;石造建築。2. 〈M-〉共濟會制度[綱領、儀式];〈集合詞〉共濟會成員。
  • of : OF =Old French 古法語。
  • well : n 1 井。2 泉水;源頭,來源。3 坑,穴,凹處;【礦物】礦井,豎坑;【軍事】(地雷的)井坑;【建築】...
  1. While many theories concerning damage forecasting were put foreword, a different model of damage forecasting based on fuzzy probability will be presented in this paper. and it is reasonable to describe a variable like weight coefficient with fuzzy theory. in the end, the validity of the model is demonstrated well in the applications of one - storied brick bent frame column factories, one - storied reinforced concrete column factories, multistory masonry buildings

    國內外不少專家學者或研究單位先後提出了各種震害預測方法,本文在此基礎上,利用模糊理論,提出了模糊概率的震害預測模型,其模型能夠把兩類不確定性(一類是隨機上的,另一類是模糊上的)有機結合起來,而且對于權重這樣一個充滿著模糊性的變量,用模糊語言來處理是非常合理的;並應用於對單層磚排架柱廠房、單層鋼筋混凝土柱廠房以及多層磚房的震害預測,實踐證明此方法是比較精確的。
  2. Based on the research and analysis of the result of the experiment, this paper defines and studies the coefficient and coefficient and gives out the method of calculation of them. based on the research, this paper develops a calculation method of shear strength of brick masonry walls reinforced with afrp, the result of the calculation fits the result of the experiment well, it may refered to and used in design

    在分析芳綸纖維加固后磚砌體在豎向及水平反復荷載作用下墻體破壞機理的基礎上,提出了芳綸纖維加固磚砌體的受剪承載力設計計算公式,其計算結果與試驗結果吻合較好,可供工程設計參考使用。
  3. Furthermore, simplified calculation methods is given to predict the ultimate shear capacity of masonry wall strengthened with gfrp sheet. the calculating results are matched well with the experimental results

    針對兩種加固方式分別建立了gfrp布加固墻體的抗剪極限承載力計算方法,計算結果和試驗數據基本吻合。
  4. The results of the tests show clearly that the carrying capacity of shear - resistance and deformation property and ductility of the masonry walls were increased after being prestressed, and the prestressed walls are forced more uniform and material property can be completely developed. cracks are more slightness and more dense, and will be closed after being unloaded, and the walls will not fall apart with cracks, which indicate that such walls may retain the entirety well and have good resistance of collapse

    試驗表明施加預應力后,砌體墻的抗剪能力、變形能力和延性都有所提高,而且墻體受力均勻,材料性能發揮充分,卸荷后裂縫閉合,砌體墻「裂而不散」 ,保持了較好的整體性,有良好的抗震、抗倒塌性能。
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