addition displacement 中文意思是什麼

addition displacement 解釋
附加位移
  • addition : n. 1. 附加,追加;附加物。2. 【數學】加法,加算。3. 【法律】(加在姓名后的)頭銜,官銜;稱號。4. (建築物的)附加部分。
  • displacement : n 1 轉位,移動;取代,置換;(人的)流離失所。2 撤換,免職。3 【機械工程】(活塞)排氣量;【航海...
  1. Ct shows that the mesenteric vascular pedicle is characteristically engorged, stretched, and crowded ; in addition, converging mesenteric vessels are located at the entrance of the hernial sac ( 34 ) and there is displacement of the main mesenteric trunk ( 9, 10, 32 )

    Ct表現為特徵性的腸系膜血管蒂充盈、拉長和擁擠,另外,匯聚的腸系膜血管位於疝囊的入口處,腸系膜的主幹發生移位。
  2. Furthermore, the comparison is made between eso and mathematical programming. in continuum structure optimization, eso is applied for topology optimization under the constraints of stress, displacement and frequency. in addition, eso is applied to the optimization for shells reinforced by ribs

    在連續體結構優化方面,討論了幾類約束下基於漸進優化方法的連續體拓撲優化,這些約束分別是應力約束,位移約束以及頻率約束;利用漸進優化方法,進行了加筋板殼結構的形狀優化研究。
  3. In addition, a calculating method of parametrically designing hydraulic motor with non - circular planetary gear is proposed aiming at maximal unit displacement and the minimal pulsation ratio by means of visual c + + 6. 0 software

    此外,探討了以單位體積排量最大為設計目標,流量脈動率最小為約束條件對非圓行星齒輪液壓馬達的參數化設計方法。
  4. In the thesis, many data on micro - displacement stages have been collected ; their study status at home and abroad has been introduced in brief. and some control elements and mechanism in micro - displacement system have been sufficiently stated and compared. in addition, evaluation criterion of micro - displacement system has been summarized

    在收集了大量微位移工作臺方面的資料的基礎上,本文對國內外的研究現狀做了介紹;對常見的微位移系統中的機構和驅動器做了闡述和比較;還對微位移系統的評價標準做了較全面的總結。
  5. C ompared the results of structural period, displacement and internal forces of mode 1 with mode 3, we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures, decrease lateral - deformation of the structures, especially decrease the maximum inter - storey displacement obviously, and get the internal forces and deformation of the whole structure more uniform. from the analysis results, it can be found that the maximum axial force gets less with hypo - frame than without it, and the maximum shear force and bending moment get more with hypo - frame than without it. thus it can be seen that the mainframe can be an independent structure system by itself, but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design, otherwise the mega structure can be unsafe, in addition, from the comparing analysis, it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column

    通過3個算例方案1和方案3結構周期、位移和內力反應的比較分析可知,次框架可以進一步增加巨型鋼框架結構的抗側剛度,減少結構側向變形,特別是明顯減少了結構最大層間位移,使整個結構的內力與變形分佈更為均勻;次框架的加入使主框架柱最大軸力較無次框架情況減少,而主框架柱的最大剪力和彎矩較無次框架情況都有所增加,由此可知,雖然主框架本身可以成為獨立的結構體系,但在分析設計時,還應該考慮主、次框架協同工作,進行整體分析、整體設計,否則結構會偏於不安全。
  6. In addition, an extended curve constraint is presented to replace the original triangulation and parameterization techniques and instead of the bezier - shaped displacement reference, the basic function with parameters to control the deformation area and the magnitude are used to surface deformation

    其次,擴展了曲線幾何約束。舍棄了原有的利用三角剖分帶和局部參數化的方法,轉而利用基本函數定義的偏移曲線來生成表面的凸凹變形。
  7. The paper carried out elastic response spectrum analysis on staggered truss frame system, input two strong ground motion records to carry out elastic and plastic time - history analysis. the paper compared the difference of aseismic property between 20 - storeyed composite truss and 20 - storeyed braced composite truss, and concluded that longitudinal brace can not only increase the rigidity but also reduce drift displacement of the first storey. in addition, the paper adopted displacement coefficiency in push - over method to obtain object displacement, and gave the failure modes of the two structures respectively

    本文對鋼結構交錯桁架體系進行了彈性反應譜分析、輸入了兩條強震記錄進行彈性以及彈塑性時程分析,對比了20層混合式和20層縱向帶支撐混合式在彈性階段及彈塑性階段的抗震性能區別,得出縱向帶支撐不但有利於增大縱向的剛度,還可以減小結構底層層間變形的結果;利用pushover的位移系數方法得出了結構的目標位移,並得出了兩種結構的破壞模式。
分享友人