負剪力 的英文怎麼說

中文拼音 [fùjiǎnlì]
負剪力 英文
negative shear
  • 負 : Ⅰ名詞1 （負擔） burden; load 2 （虧損） loss 3 （失敗） defeat Ⅱ動詞1 [書面語] （背） carry on th...
  • 剪 : Ⅰ名詞1 （剪刀） scissors; shears; clippers2 （姓氏） a surname Ⅱ動詞1 （用剪刀等使細的或薄片的東...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  1. Gluten index was significantly correlative with tensile strength, significantly correlative with hardness, springiness, cohesiveness, gumminess, resilience, shear force, tensile force, tensile stress, dry weight and protein losses, dry material absorption of the noodles

    麵筋指數與面條的拉伸距離呈高度顯著正相關；與面條的硬度、粘合性、剪切力、拉斷力、拉斷應力呈顯著正相關；與面條的彈性、粘結性、回復性、干物質吸水率、干物質損失率呈顯著負相關。
  2. The results showed that the wet gluten content were significantly correlative with dry weight and protein losses, dry material absorption and shear of the noodles, significantly correlative with gumminess, resilience, shear force, tensile force, tensile stress of the noodles

    結果表明：濕麵筋含量與面條的干物質吸水率、干物質損失率、蛋白質損失率呈高度顯著負相關，與面條的剪切應力呈高度顯著正相關；與面條的粘結性、回復性、剪切力、拉斷力、拉斷應力呈顯著正相關。
  3. Shear force diagrams are drawn in the manner indicated, with negative shears below the baseline.

    剪力圖按指明的方式來畫，負剪力畫在基線以下。
  4. Methods of test for ancillary components for masonry - part 3 : determination of shear load capacity of welds in prefabricated bed joint reinforcement

    圬工輔助成份試驗方法.第3部分:預制床連接處增強的焊接剪切負載能力測定
  5. Standard test method for determining strength of gap - filling adhesive bonds in shear by compression loading

    測定裂縫強度的標準試驗方法.用壓力負荷法測定填充膠粘劑的剪切粘結強度
  6. The dry gluten content were significantly correlative with cohesiveness, significantly correlative with resilience, shear force, shear stress, dry weight and protein losses, dry material absorption of the noodles

    乾麵筋含量與面條的粘結性呈高度顯著正相關；與面條的回復性、剪切力、剪切應力呈顯著正相關；與面條的干物質吸水率、干物質損失率、蛋白質損失率呈顯著負相關。
  7. Test method for strength properties of double lap shear adhesive joints by tension loading

    用拉力負荷法測定雙搭接剪切粘結接頭的強度特性的試驗方法
  8. Standard test method for determining durability of adhesive joints stressed in shear by tension loading

    用拉力負荷法測定受剪切力的膠粘接合強度的標準試驗方法
  9. Test method for strength properties of adhesives in shear by tension loading at elevated temperatures metal - to - metal

    高溫下用拉力負荷法測定金屬之間膠粘劑剪切強度的試驗方法
  10. Standard test method for strength properties of adhesives in plywood type construction in shear by tension loading

    拉力負荷法測定膠合板結構中膠粘劑抗剪切強度特性的標準試驗方法
  11. Standard test method for apparent shear strength of single - lap - joint adhesively bonded metal specimens by tension loading metal - to - metal

    用拉力負載法測定單面搭接粘結的金屬試樣表面剪切強度的標準試驗方法
  12. Machinery for forestry - safety requirements and testing for pole mounted powered pruners - part 2 : units for use with a back pack power unit

    林業機械.動力桿式整枝剪的安全要求和試驗.第2部分:背負式電源裝置上使用的切削工具
  13. Forest machinery. backpack power units for brush - cutters, grass - trimmers, pole - cutters and similar appliances. safety requirements and testing

    森林機械.灌木鏟除機，草修剪機，剪枝機和類似用具的背負式動力裝置
  14. However, the stud welding roots in the negative moment region of the beam are often subjected to the joint action of shear stress cycling of the studs and tensile stress cycling of steel girder flanges

    但在負彎矩處栓釘焊趾往往承受栓釘剪應力循環和鋼梁翼緣拉應力循環的共同作用。
  15. To guarantee the stability of the frame in strong earthquake motion, and on the basis of analysis on the concept of “ capacity design ” in the above three countries seismic design provisions, it is advised that the moment amplification coefficients at the bottom sections of columns for the frame structures in some seismic intensity be increased to reduce the possibility of the frame column yielding. taking the above three countries seismic codes as reference, it is recommended that it be added details of seismic design by using diagonal shear reinforcement to safeguard beams against sliding shear failure, when the positive - negative shear forces are reverse and the ratio is high

    為了保證在大震作用下框架結構的穩定性，借鑒國外規范「柱-梁承載力級差系數」的思想，本文提出了對部分抗震等級的框架結構的柱端抗彎能力增強系數應予以提高，以降低框架柱屈服的可能性;參照國外有關規范的發展，本文建議對于正、負剪力反向且比值較大的框架梁宜增加交叉斜筋，以防止沿垂直裂縫發生嚴重的剪切錯動。
  16. When the substrate is alios ceramic substrate, the shear stress hovers over a relatively high negative level during curing process and steps to a relatively low level during cooling down

    對于陶瓷基板，在固化過程中，剪切應力並不象fr4基板上所表現的那樣，在零點上下波動，而是處於一個絕對值較大的負值。
  17. Through the test of the separating sieve ' s and beams vibration acceleration, the dynamic bending moment, torque and shearing force as well as the analyze of each parameter by dividing rotation speed range from 300 r / min to 600 r / min of the main shaft, the change regularity of the vibration of the separating sieve, the vibration and the dynamic load on dangerous cross section with the change of rotation speed of the main shaft is obtained. research shows that there exits apparent relevance between the vibration as well as the dynamic load of the main beam and the vibration of the separating sieve. the vibration of the separating sieve mainly affects the composition of low frequency of the vibratio n of the main beam, appropriately amending the vibration acceleration of the separating sieve, the loading and vibration of the mam beam can be directly improved

    通過分檔測試主軸轉速在300 600r min范圍內分離篩與梁的振動加速度、梁所承受的動態彎矩、扭矩和剪力以及各參量的時頻域分析，得到了主軸轉速與分離篩振動、主梁的振動及其危險截面的動態載荷間的變化規律，研究表明梁的振動和其所承受的動載與分離篩的振動之間具有明顯的相關性，分離篩的振動主要影響梁振動的低頻成分，適度改善分離篩的振動加速度，可直接改善梁的負載和振動特性。
  18. The emphases of the research works of this thesis are laid on the mechanical performance of the shear connector of the continuous composite bridge, the crack status and design method for crack control of the concrete deck in the negative moment zone of the continuous composite bridge, the influence of the connecting rigidity and the construction method over the structural mechanical characteristics of the continuous composite bridge, and the force transmission mechanism and the stress distribution of the rigid node connecting the girder and the pier in the mixed bridge and so on

    其中重點研究了組合結構橋梁中剪力鍵性能，負彎矩區混凝土板裂紋狀態及控制裂紋的設計方法，鋼與混凝土的接合剛度和施工方法對結構受力特性的影響，以及混合結構橋梁中梁墩剛性連接的傳力途徑及應力分佈等。
  19. From the experiments, the number and width of fracture are obviously decreased, and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring, premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure, the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case, because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly, the reinforcement effect maybe decrease

    試驗結果表明，粘貼碳纖維布顯著減小了鋼筋混凝土t梁的裂縫數量和寬度，抑制了裂縫的開展，對提高普通鋼筋混凝土構件耐久性有重要作用；採用適當的錨固措施可以有效防止構件發生早期破壞，提高構件的極限抗剪能力；對于有錨固的粘貼方式，有預加載的t梁抗剪極限承載力明顯高於無預加載的t梁。試驗還表明，在無錨固的情況下，用碳纖維布作抗剪加固后的t梁破壞較突然，有可能使梁的加固效果出現負效應。
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