正常破裂 的英文怎麼說

中文拼音 [zhēngchángliè]
正常破裂 英文
normal breaking
  • : 正名詞(正月) the first month of the lunar year; the first moon
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • 正常 : normal; regular; average
  • 破裂 : break; fracture; burst; split; rupture; crack
  1. Field investigations found that epigenetic reworking deformation fracture include 3 types, named normal relief fracture, fracture filled mud and epigenetic reworking of disturbed belts. and epigenetic reworking of rock mass structural also includes gradual deformation of the blocks that are made up of different attitudes structural planes besides normal relief. through field geological investigations, the features of rock mass structural planes are generalized, especially development laws of interlayer shearing belts, instrastratal shearing belts, faults and base crack

    在已有研究成果基礎上,總結了壩區玄武巖的巖相特徵和構造應力場對巖體結構的影響;通過現場調查,總結了3種類型淺表生變形,即卸荷型、鬆弛夾泥型和緩傾角錯動帶表生改造;通過野外地質調查,總結了層間錯動帶、層內錯動帶、斷層和基體隙的發育規律。
  2. In line with the theories of the present pavement designs, the cement concrete pavement, with normal performance in the structure of every layer, ideal interlayer contact as well as good designs and construction, will usually not break until a long time of use or the time designed

    按照現行路面設計理論,路面結構各層性能、層間界面接觸理想、設計和施工質量良好的水泥混凝土路面,一般要經過長期使用且達到其設計使用年限后才會開壞。
  3. How to ensure the project implement safely and effectively, esp in the complicated condition of geology, the terrain and its features, is the key to restrict the project finishing successfully ; in this paper, the theoretic analyse and pratical study based on the extension of 309 country road ( from wuan to shexian in hebei province ), adopt the method of theoretical analyse, caculater and experiment, improve the controlling blasting skill and construction crafr of roadbed stonework, control the blasting harm effectively, accomplish the construction quickly and safely in normal conditions. the paper puts forward to the relative parameter applying to roadbed extension in beforecrack blasting, and raises the combination of beforecrack demolition and buffer demolition, which is the main way to conctrol the side - slope stable and taking shape. putting to use the achievement produces great social benifet and economic benefitjt has widely practical future

    特別是在復雜的地質,地形及地物條件下,如何保證工程的安全快速有效實施成為制約工程順利完成的關鍵。本文的理論分析和實踐研究以國道309河北武安至涉縣段改建工程為依託,採用理論分析計算與現場試驗相結合的方法,研究並優化了路基石方控制爆技術與施工工藝,有效控制了爆危害,實現了保證現有公路運營條件下的快速安全施工,本文提出了在預中適合於路基擴塹工程的有關參數。同時提出了預與緩沖爆相結合是控制邊坡穩定和成形的主要途徑。
  4. Don t tighten the bolt too much to prevent the gear broken or cut caused by expansion

    在裝輪時不要過度擰緊螺栓,以免輪在運轉狀況下,因材料膨脹導致輪或者螺栓被剪斷。
  5. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models, interfacial stress at the end of plate is deduced. after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward, strength prediction formulas of compound beams under plate end debonding failure are established. in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode, several bond strengths and their relation are introduced

    對于板端剝離壞,在總結現有承載力模型的基礎上,利用已有試驗數據對各承載力計算公式進行了分析比較,進一步採用分階段分析法,推導了板端界面應力的計算公式,在此基礎上,採用加固復合梁有效慣性矩的修公式,建立了考慮名義配筋率和板端偏移比影響的板端剝離壞梁承載力的計算公式;對于跨中受彎縫導致的粘結壞,闡述了見的幾種粘結強度之間的區別和聯系,並基於拉剪粘結強度,提出了跨中受彎縫導致粘結壞的承載力計算公式,並利用現有試驗結果確定了模型中的一些參數;最後,利用試驗數據對本文建立的兩種粘結壞承載力計算公式進行了檢驗,結果基本吻合。
  6. Secondly, through the examination and observation of the structural model of the cast - in - place pre - stressed compound floor slab system, under the normal usage load, the normal usage limit - state and the failing load, we have validated the space working - feature of the structural model under variable loads, including the rigidity, the crack, failing - state, failing load and the stress variation of the pre - stressed bar, and so on

    其次,通過對該體系的結構模型在使用荷載、使用極限狀態和壞狀態下的試驗研究,驗證了現澆預應力復合樓蓋體系模型結構在各種荷載作用下的空間工作性能,包括剛度、縫、壞形態、極限承載力及預應力筋的應力變化狀態等。
  7. Metal masteries, for example hg, ag, pb, cd, as, cr, ni, are harmful to dna, rna, enzyme, protein and cell membrane and will cause the taking place of cancers and mutations of them. so the normal metabolize and split are damaged, the immunity function, the anti - cancer function will be weakened. it is very difficult to be cured once he or she is toxic

    金屬汞、銀、鉛、鎘、砷、鉻、鎳等對dna 、 rna 、酶、蛋白質以及細胞膜的損傷非大,從而引起它們的致癌、致突變作用,以壞細胞的代謝和分;降低機體的免疫功能、防癌和抗癌能力,一旦中毒是很難治愈的。
  8. Nonlinear constitutive relations are discussed for analyzing the stress distribution, the appearance and development of the cracks, as well as the behavior of the boundary conditions of the two way slabs respectively. in the light of the experimental research on r. c. two way slabs under static loading, the behavior of yield line, the load deformation curves and the crack yield, plastic limit loads of slabs with different supporting conditions are studied

    根據反映雙向板混凝土材料非勻質性的本構關系,分析了雙向板在荷載作用下的變形、屈服、縫和壞的形態特性,並對鋼筋混凝土雙向板在不同支承條件下的塑性極限荷載、使用撓度(曲線)和截面設計作了進一步研究。
  9. The patch successfully closed ventricular septal defects ( vsds ) - or ruptures in the wall between the right and left ventricles - in nearly all patients, allowing blood to circulate normally again and relieving fluid back - up in the lungs

    幾乎在所有患者中這種修補都能成功的閉合室間隔缺損或者左右心室壁的,恢復血液循環,減輕肺水腫。
  10. Finally the supplier ' s liability does not cover normal wear and tear or deterioration

    最後,賣方責任不包括產品的磨損、或退化
  11. Furmore, urgent measures are taken for some members which have been in failure state in general investigation, and defended measures are adopted for members which have serious or having large crack width and height flaw in order to prevent the crack development

    對部分已處于壞狀態構件,採取了相應應急措施,對于腐蝕嚴重或受力縫開展較寬及較高的構件,進行修補加固處理。經過一段時間的使用,已加固的構件工作
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