拉紙試驗 的英文怎麼說

中文拼音 [lāzhǐshìyàn]
拉紙試驗 英文
paper-pulling test
  • 拉 : 拉構詞成分。
  • 紙 : Ⅰ名詞（用植物纖維製成的紙張） paper Ⅱ量詞（書信、 文件的張數）
  • 試 : 名詞（古代占卜用的器具） astrolabe
  • 驗 : 動詞1. （察看; 查考） examine; check; test 2. （產生預期的效果） prove effective; produce the expected result
  • 試驗 : trial; experiment; test
  1. The thesis is aimed at presenting a procedure to establish a baseline finite element model of the qingzhou cable - stayed bridge over the ming river, fuzhou, china that was newly constructed. its main span length of 605m is the longest in the world among the completed composite - deck cable - stayed bridge. the proposed procedure includes several tasks : initial finite element modeling base on the design drawings, field loading tests and ambient vibration tests, and finite element model calibration with the test results

    本文以主跨605m的結合梁斜拉橋? ?青洲閩江大橋為背景，首先根據設計圖紙建立該橋完整的初始空間有限元模型，然後根據通車前現場靜力試驗和環境振動試驗結果對初始有限元模型進行校正，通過參數的調整使模型靜、動力計算結果與實測值吻合。
  2. Fibre furnish analysis of paper, board and pulps - method of test by graff ' c ' stain

    紙紙板和紙漿纖維配料分析.第4部分:用格拉弗' c '染色試驗法
  3. Standard test method for tensile breaking strength of perforations in one - part continuous forms paper

    一部分連續式紙張孔眼的拉伸斷裂強度的標準試驗方法
  4. Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis

    承載力（強度）和變形是巖土工程應用領域的兩大主要問題，本文以紙和窗紗布模擬加筋土邊坡的土工格柵，在一系列拉拔試驗的基礎上，以正交設計理論分別安排27個極限應力狀態和若干個工作應力狀態加筋土邊坡模型試驗，並以模型試驗獲得的數據為依據，採用誤差、極差及回歸分析方法，探討了加筋土邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系，獲得了在外荷載作用下加筋土邊坡的側向位移隨坡高的變化規律（並進行了定性解釋）和坡頂的豎向位移特性，並分析其主要控制因素。
  5. Methods of test for footwear and footwear materials - other components - tensile strength of fibreboard

    鞋靴和鞋靴材料試驗方法.第4部分:其他部件.第5節:纖維紙板拉伸強度
  6. Test methods for wet tensile breaking strength of paper and paper products

    紙和紙製品濕抗拉斷裂強度試驗方法
  7. Test method for tensile breaking strength of perforations in one part continuous forms paper

    在一段連續紙張上穿孔測定抗拉撕裂強度的試驗方法
  8. Paper and board tests. determination of the wet tensile strength of paper and board

    紙張和紙板試驗.濕紙張和紙板抗拉強度的測定
  9. Standard test method for tensile properties of paper and paperboard using constant - rate - of - elongation apparatus

    用恆速拉伸設備進行紙和紙板抗扯裂強度的標準試驗方法
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