能帶彎曲 的英文怎麼說
中文拼音 [néngdàiwānqū]
能帶彎曲
英文
band bending-
When installing crooked radius aluminium bring or aluminum pipe should smaller than cable 30 times of external diameter, unless it install when not transporting it should handle with care, can t twist, can t not when not piling up heavy pressure, should keep dry, ventilate, not moist while preserving
安裝時彎曲半徑鋁帶或鋁管的應不小於電纜外徑的30倍，安裝運輸時應輕拿輕放，不能扭曲，堆放時不能重壓，存放時應保持乾燥、通風、不潮濕。As a result, the fermi level at the surface will shift towards the valence band maximum ( vbm ). accordingly the band bending increases, and the surface depletion layer thickness enhances, therefore, the channel thickness reduces. this is the main factor resulting in the decrease of saturated drain - source current
表面費米能級向價帶頂移動，能帶彎曲加劇，肖特基勢壘高度增加，表面耗盡層變厚，導電溝道變窄，是導致源漏飽和電流下降的主要因素。Under this background the engineering practice shows that the traditional design method of a drum wall could be conservative. such designing method often leads to a thicker drum wall which causes not only difficulties for welding drums " bending and machining, but also let increase the machines " own weight, i. e. reduce the effective performance of the cranes
但工程實踐表明，起重機捲筒傳統的設計計算方法偏於保守，用傳統方法設計現代起重機械的起升機構，會導致捲筒壁厚增加，這樣不僅對焊接捲筒的彎曲、加工帶來困難，而且往往會加大設備自重使起升機構工作性能降低。The particularity of large - section rib waveguide with large refractive index difference in soi results in some special characteristics distinguished from other waveguides, which need elaborate explanation in theory. the large bent radius of the rib waveguide hinders the device performances from improving further, and confines the device to small channel number and simple functions
Soi材料上大折射率差脊形波導結構的特殊性帶來了一些特殊的性質，必須從理論上深入地探討；脊形波導大的彎曲半徑在某種程度上制約了soi波導器件性能的提高，使得多通道、多功能器件的發展受到限制。However, to suppress high order modes, bending multimode fiber will bring additional power wastage, which will affect the output characteristics of fiber amplifiers and fiber lasers, such as the gain and pulse energy
對多模光纖採取彎曲來抑制高階模的方法帶來了額外的功率損耗，這個額外的損耗對光纖放大器的增益以及輸出的激光脈沖能量都會造成影響。On the basis of earthquake - resistant behavior experiments of high strength concrete column reinforced with concrete filled steel tube, two methods for calculating flexural strength of the column, one is based upon the method in building code for calculating the flexural strength of reinforced concrete member while the other is based upon the method of superposition, are discussed, and the moment ? xial load relationship is also analyzed using finite element method. the results are in good agreement with the experimental ones
本文在以鋼管混凝土為核心的高強混凝土柱（鋼管高強混凝土核心柱）的抗震性能的試驗基礎上，分別基於鋼筋混凝土構件的規范計算方法和疊加法兩種思路討論了核心柱的正截面強度計算，並用條帶有限元方法模擬了核心柱的彎矩? ?軸力相關曲線，與試驗結果符合較好。Test method e, the impact resistance is obtained breakage by flexural shock as indicated by the energy extracted from by reersing the notched specimen 180 in the clamping ise
測試方法e ，沖擊抗力通過彎曲沖擊來獲得（沖擊）裂紋，從而顯示出夾持在（定位）虎鉗中的帶有反向180切口的待試驗樣品所吸收的（沖擊）能量。Test method e, the impact resistance is obtained breakage by flexural shock as indicated by the energy extracted from by reversing the notched specimen 180 in the clamping vise
測試方法e ，沖擊抗力通過彎曲沖擊來獲得（沖擊）裂紋，從而顯示出夾持在（定位）虎鉗中的帶有反向180切口的待試驗樣品所吸收的（沖擊）能量。分享友人