resist thickness 中文意思是什麼

resist thickness 解釋
阻焊厚度
  • resist : vt 1 抵抗,反抗,抗拒,敵對,抵禦,阻止,擊退(敵人、侵略等);妨礙,阻礙。2 忍耐(艱苦等);抵制...
  • thickness : n 1 厚;粗;厚度;粗大。2 濃度,濃厚,黏稠。3 密度;稠密。4 模糊不清,多煙霧,混濁。5 愚笨;遲鈍...
  1. Based on the analysis, we find refractive index of resists changes during bleaching process, and the exposure parameters vary with resist thickness, so as the development parameters. therefore, the dill exposure model and mack development model are improved, so that they are suitable for the simulation of thick resist lithography. in addition, the calculation errors from refractive index changes are discussed

    針對厚層抗蝕劑在曝光過程中折射率發生了變化以及曝光參數隨抗蝕劑厚度變化的特點,改進了原有的曝光模型;針對厚層抗蝕劑顯影參數隨抗蝕劑厚度變化的特點以及在顯影過程中出現的表面抑制效應現象,改進了原有的顯影模型。
  2. Moisture tends to make pulp fibre expansion, raising paper thickness and uneven roughness. coating skill perhaps is one of solutions to isolate moisture in air. apply synthetic paper to replace pulp paper is a good alternative to resist moisture completely

    濕氣會使紙張纖維膨脹增加厚度及表面粗糙,重多解決的方法之一是採用塗布技術,應用合成紙取代紙漿制紙張來阻擋濕氣是最加良方。
  3. From the simulation of peb process, we prove that peb could reduce standing wave effects and improve resist development profile. after analyzing the effects of standing wave effects on resist profiles, we bring forward a certain thickness and these effects could be ignored when resist is beyond that value. finally, the characters of thick resist profile are analyzed, and experiment results are also given

    同時,在論文中還深入討論了抗蝕劑折射率變化對光場計算帶來的誤差;模擬了后烘過程對駐波效應的改善作用,論證了採用適當的后烘工藝改善抗蝕劑光刻質量的作用;分析了駐波效應對厚層抗蝕劑顯影輪廓的影響,提出了一個可以忽略駐波效應影響的抗蝕劑厚度條件值;最後還模擬和分析了厚層抗蝕劑顯影輪廓特點並給出了實驗結果。
  4. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下,並考慮風荷載組合,分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系,通過改變結構參數,運用空間有限元方法,進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ,以及「構件內力」 。結果表明:在等面積原則下,異型柱代換矩形柱后,結構剛度增大,側向位移明顯減小,地震反應力略有增加,框架柱軸壓比最大增幅小於8 % ,結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時,結構有利於抗震;水平地震作用力與整體坐標夾角為0度時,結構地震作用效應較大,屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐,側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小,構件內力增大適中,是一種抗震性能優越的結構體系:在抗震設防烈度較高地區( 8度)和抗震不利的建築場地( m類場地) ,採用異型柱結構體系時,應盡可能減輕結構自重,降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算,兩種方法所得結果基本一致。
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