頂裂試驗 的英文怎麼說

中文拼音 [dǐnglièshìyàn]
頂裂試驗 英文
drifting test
  • 頂 : i 名詞（人體或物體的最上部） crown; peak; top Ⅱ動詞1 （用頭支承） carry on the head 2 （從下面拱...
  • 裂 : 裂動詞[方言] （東西的兩部分向兩旁分開） open
  • 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. Roofing. general details. bend break test of corrugated sheet

    屋頂.波形板彎曲破裂試驗
  2. To the northwest area climate, to use the glasgrid which has the next characters : the high tensile strength, the low elongation, the high modulus of elasticity and so on, to absorb the crack of asphalt pavement on a semi - rigid type

    計算、實驗室試驗及最終的現場試驗表明，對試驗路? ?寧夏古王高速公路而言，採取加鋪玻璃纖維格柵來降低溫縮型反射裂縫的措施是非常有效的，其鋪設位置宜在基層頂。
  3. Used for measure tensile breakage strength and elongation of various cotton, wool, ramie, silk and chemical fiber ect. the meter is controlled by pc computer, be meet the requirement in

    用於測定各種棉、毛、麻、絲、化纖等機織物的抗拉斷裂強力和斷裂伸長，儀器用pc機控制試驗，數據由印表機輸出，根據用戶要求，也可測定撕破，剝離及頂破強力。
  4. Testing of textiles ; vaulting test and bursting test, tabels for the evaluation of tests

    紡織品的檢驗.頂破試驗和破裂試驗.第2部分:試驗數值
  5. According the field test of conduit with high embankment, this paper states the main cause of conduit damage is that the formula or the experience curves with a smaller earth. value of the top of conduit from calculation are used. in order to get rid of the damage the better means is that soft material paved on the top of conduit

    涵洞（管）縱向開裂病害存在非常普遍，本文結合高填土涵洞現場測試，指出一些設計部門採用了計算值偏小的公式或經驗曲線計算涵洞頂的垂直土壓力，是病害產生的主要原因，較好的解決措施是在涵洞頂鋪填壓縮性大於填土的柔性材料，可以大大減小洞頂垂直土壓力。
  6. According to the re1ated suppositions and formu1as, the experiments about the effects of 1oad difference between vertica1 and horizontal masonry wa11s to top cracks are drocessed

    根據相關的假定和公式，進行了砌體墻體豎向壓縮變形差異對頂層裂縫影響的試驗。
  7. Then the formu1a of computing the maxima1 top shear stress in designing masonry bui1dings and the method of checking computations of cracks are brought forward in this paper on the basis of the theoretica1 deduce and the data of these tests and experiments. a1so, the practica1 construct methods and the requirements of preventing such cracks in the aspects of the construct rate. the strength and modulus of e1asticity of the masonry bui1dings are put forward

    隨后，本文在理論推導和試驗數據的基礎上，提出了在砌體結構設計中計算頂層最大剪應力的公式和是否開裂的驗算方法，並且從施工進度、砌體的強度及彈性模量、構造柱和圈樑的設置等方面提出了防止此類裂縫開展的具體施工方法和要求。
  8. We designed five walls for simulate both sides of the top floor. proceeded to add unilateral horizontal static loading experiment to 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model. crack - resistance behaviors were analyzed, and we have proceeded prestressing loss survey for 25 days, and discussed the reasons of prestressing loss

    模擬房屋頂層兩端單元設計試驗模型，進行了4片預應力砌塊砌體墻和1片對比普通墻體水平單調靜力加載試驗，並且進行了25天的預應力損失觀測，探討了預應力損失和加載過程中預應力筋應力的變化等問題，分析了預應力砌體的抗裂性能。
分享友人
分享到 Line

分享到臉書