濮院 的英文怎麼說

中文拼音 [yuàn]
濮院 英文
puyuan
  • : 名詞(姓氏) a surname
  • : 名詞1 (院子) courtyard; yard; compound 2 (某些機關和公共處所的名稱) a designation for certain...
  1. Tongxiang puyuan shengtong automotive parts fitting co., ltd

    桐鄉市濮院勝通汽配總匯
  2. Journal of puyang vocational and technical college

    陽職業技術學學報
  3. Puyuan shuaitu prince knitting clothes factory in tongxiang

    桐鄉市濮院帥兔王子針織制衣廠
  4. Puyuan central hygiene hospital

    濮院中心衛生醫
  5. The association work place is located in the zhejiang province puyuan town, which is the present biggest woolen sweater specialized market in china, the association member enterprise are processing and producing multitudinous international and domestic famous brand woolen sweater

    協會辦公地點設在浙江省濮院鎮,濮院是目前中國最大的羊毛衫專業市場,協會會員企業加工和生產眾多的國際國內著名品牌羊毛衫。
  6. According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not

    地下連續墻是一種歷史較短的施工方法,目前,砼防滲墻的設計還是以傳統的設計方法為主,根據查找國內外文獻資料,華東建築設計王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性,將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中;清華大學水利水電工程系家騮、于玉貞根據三軸試驗結果確定混凝土的參數,利用非線性e - b模型,結合黃河小浪底土石壩設計剖面,採用thepd土石壩總應力程序,對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析,並與普通混凝土防滲墻計算結果加以對比,同時分析了不同配比塑性混凝土特性的影響,並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。
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