短期荷載 的英文怎麼說

中文拼音 [duǎnzǎi]
短期荷載 英文
short-time load
  • : Ⅰ形容詞(空間、時間兩端之間的距離小) short; brief Ⅱ動詞(缺少; 欠) lack; owe Ⅲ名詞1 (缺點) we...
  • : 期名詞[書面語]1. (一周年) a full year; anniversary 2. (一整月) a full month
  • : 荷名詞(蓮) lotus
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 短期 : short-term; short period
  1. The working lives of this sort of mechanism are all awfully short, and most of them are used only once, such as the actuating mechanisms of missiles and fish torpedoes

    然而,有一種機械傳動機構,它們不承擔交變或只承擔交變,它們的工作壽命很,有的使用一次就不再使用。如導彈、魚雷等武器的傳動機構。
  2. Products function : put our “ sun shine ” brand carbon steel fiber evenly seep into concrete to form steel fiber reinforced concrete and it can decrease the thickness of reinforced concrete by half, it not only shorten the project time, save the material and manpower expense, bring distinct economic benefit, but also increase the performance of crack resistance, percussion resistance, tensile strength, bend resistance. scosspr resostamce amd wear resistance of the reinforced base materials. if the weight ratio of 2 % steel fiber seep into the concrete, it can solve the brittleness problem of the concrete, in the condition of 60 % ralative air humidity, after 21days air - dry, even 520 days air - dry, it ' s difficult to find any crack by eyesight, the bend resistance for the steel fiber concrete is 140 times stronger than the concrete without steel fiber, the capability of impact resistance increase 10 times

    產品功能:將本公司「雙興」牌碳鋼纖維系列產品均勻地摻入混凝土中,形成鋼纖維增強混凝土,可使工程中鋼筋混凝土的施工厚度降低一半,不僅縮了施工工,節省了材料和人工費用,帶來顯著的經濟效益,且增強了基體的抗裂、抗沖擊、抗彎、抗剪、耐磨擦等性能,如摻入本公司2 %鋼纖維的混凝土,不僅解決了混凝土的脆性問題,在空氣相對濕度60 %的條件下風干21天後,甚至在風干520天,肉眼很難發現裂縫,摻入鋼纖維后的增強混凝土比不摻鋼纖維的混凝土抗彎強度提高140倍,耐沖擊提高10倍。
  3. Short - term transient load

    瞬時
  4. The formulas on crack width of rc beams and src beams are analyzed at home and abroad too. the calculation formulas on the maximum crack width of src beam under short time load are suggested. the calculation result tallies that of tests well

    分析比較了國內外鋼筋混凝土梁和勁性鋼筋混凝土梁裂縫計算公式,提出了勁性鋼筋混凝土梁在短期荷載作用下的最大裂縫寬度計算公式,其計算值與試驗值吻合較好。
  5. By the observation and analysis to the bearing function and break appearance of the rc beams with different forms in the experiment, and with theories of rc beams and strengthening by gluing steels, the most emphasis is placed on the three problems such as the capability of bearing bending, the classification and mechanism of the premature failure, and the rigidity and deflection under short - dated loading

    通過對試驗中各試件梁的受力性能及破壞形態的觀察和分析,並結合鋼筋混凝土梁和粘鋼加固的有關理論,全文重點討論了三個方面問題:即粘鋼加固梁的抗彎承力,早破壞的分類和破壞機理,短期荷載作用下的剛度和撓度。
  6. On the base of the research about the prestressed concrete structures at chongqing jianzhu university, a convenient and practical way to control the cracks is introduced in the pages, which is called the method of nominal tension stress that control the width of cracks by the nominal tension stress ftk under the working loads and the limited loads

    文中在參考重慶建築大學多年研究成果的基礎上,通過研究四榀預應力框架梁的裂縫發展情況,推薦了一套了實際結構工程設計中方便的裂縫控制方法? ?以名義拉應力ftk控制短期荷載及長作用下預應力梁的裂縫要求。
  7. The electro - hydraulic load simulator of fin stabilizer is physical half - objective simulative system. its function is to simulate, under laboratory conditions, different kinds of hydrodynamic force exerted on the fin stabilizer so as to detect technical performance index of the driving system of fin stabilizer. thus the classical self - destructing all - objective experiment will be converted to half - objective forecasting experiment in laboratory to achieve the aims such as shortening lead time, saving developing funds, enhancing reliability and success proportion

    減搖鰭電液負模擬臺是一種半實物物理模擬系統,其功能是在實驗室的條件下,模擬船舶航行過程中減搖鰭所受的海浪水動力譜,從而檢測減搖鰭驅動系統的技術性能指標,將經典的自破壞全實物實驗轉化為在實驗室條件下的半實物預測性實驗,以達到縮研製周、節約研製經費、提高可靠性和成功率的目的。
  8. Then, by analyzing the extensive test data of load - displacement and bear - curvature, we can conclude that the crack resistance, bearing capacity of normal section and short - dated rigidity will be improved a lot when the strength of concrete is not so low

    然後,通過對各組試件的-撓度曲線的進一步分析表明:對于混凝土強度等級高於c15的鋼筋混凝土梁,採用這種粘角鋼加固法能有效提高鋼筋混凝土梁的正截面承力和剛度。
  9. At present, the experi - mental research for structures strengthened with cfrp focuses on the bending and shearing etc, but the creep research is limited. aimed at the situation, the paper complete several aspects as following : ( 1 ) long - term test on ten concrete columns with three different surface treatment of coat free, epoxy coated and cfrp sheet wrapped were completed. the creep properties of those concrete columns were studied

    目前國內對于碳纖維加固結構的試驗研究主要集中在抗彎、抗剪等性能方面,而對其徐變性能研究十分有限,針對這種情況,本文主要完成了以下工作: ( 1 )完成了10個不同表面處理混凝土柱的徐變試驗,研究了長作用下不同表面處理軸心受壓柱的徐變發展規律。
  10. Compared with conventional bracing technology, not only soil nailing will actively support soil masses, but also interaction effect of soil nailing and soil masses will be mobilized leading to utilize in - site strength of soils to a maximum degree. the disturbed soil masses that originally induce loading effect on bracing structures are transformed into a part of bracing structures. accordingly, the composite soil nailing bracing technique begins to be applied to reinforcement of soft soils or foundations

    復合土釘支護技術中,土釘主動支護土體,並與土體共同作用,盡可能保持、利用、提高基坑邊壁土體的原有強度,將傳統支護方式中對支護結構形成效應的擾動土體轉化為支護結構的一部分,從而可以有效地應用於軟土地區等特殊地質條件下的基坑支護,而且具有工藝簡單、造價低、工等優點。
分享友人