hand loading 中文意思是什麼

hand loading 解釋
人工裝載
  • hand : n 漢德〈姓氏〉。n 1 手；（猴子等的）腳；（一般四足獸的）前腳。2 （鐘表的）指針，（工具等的）把，...
  • loading : n. 1. 裝貨。2. 裝載量；重量；載荷；（船隻等的）貨載。 3. 填充物，填料。4. 額外人壽保險。
  1. The loading fixture shown in fig. 6. 5 is of the fixed-grip design, utilizing a wedging system capable of hand-generated loads up to 2. 5 tons.

    圖65所示的加載的夾具具有固定夾頭裝置，它利用了一個手動操作載荷可達到25噸的楔形系統。
  2. The main products are cby series of hand - driven hydraulic - tray carrying vehicles, cty series of hydraulic - tray loading vehicles, coy series of hydraulic - tray cylinder vehicles, ctd series scissontype hydraulic elevation platform, sjy series of electric elevator, aluminium alloy elevator, cbd series of motor - driven carrying vehicles and different types of hydraulictray cylinders

    公司主要產品有cby系列手動液壓搬運車cty系列液壓裝卸車coy系列液壓圓桶車ctd電瓶堆高叉車sjy電動升降平臺鋁合金升降平臺cbd系列電動搬運車各種類型的液壓油缸汽缸。
  3. Woodworking machines - nomenclature for hand - loading veneering presses for flat surfaces

    木工機械.第30部分:平滑表面手工上料平面膠合壓力機命名
  4. For a lighter much more natural look, after loading blush onto brush, tap end of brush lightly against your hand to remove excess, then apply

    一輕得多的自然面貌加載后赧推刷，塔年底刷輕輕對你的手，以消除過剩，然後運用
  5. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  6. On the other hand, due to the difference of the loading form on eccentric loading column with push - out test and short - column test, the bond - slip performance ca n ' t be displayed in it

    同時，由於推出試驗（ push - outtest ）和短柱試驗（ short - columntest ）與偏壓柱的受力狀況有差別，並不能真正反映出構件中的粘結滑移性能。
  7. The detail procedures of the loading test on the ultimate bearing capacity under different load cases and the author ' s first - hand experience during the tests are documented in the paper. based on the experimental performance, it has been verified that the superposed floor assembled by the precast - prestressed sandwich slab working under the design and the reliability of the lateral connecting character of the slab

    在板側縫內施加后張法無粘結預應力，在構造上利用板側伸出的鋼筋相互搭接實現橫向傳力，變單向受力為雙向受力形成裝配整體式樓蓋結構，可明顯改善樓蓋結構的受力性能。
  8. The loading fixture shown in fig. 6. 5 is of the fixed - grip design, utilizing a wedging system capable of hand - generated loads up to 2. 5 tons

    圖6 5所示的加載的夾具具有固定夾頭裝置，它利用了一個手動操作載荷可達到2 5噸的楔形系統。
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