end span 中文意思是什麼

end span 解釋
端跨度
  • end : n 1 端,尖,末端,終點。2 邊緣;極點,極限。3 結局,結果。4 目的。5 最後,死。6 【紡織;印染】經...
  • span : n 1 一?〈手指張開時,拇指尖至小指尖的長度,通常九英寸〉。2 (常有短的涵義的)一段時間;很小的間隔...
  1. It was a steel bridge of a single span and there was a sentry box at each end.

    那是一座單孔鐵橋,兩端各有一個崗亭。
  2. By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design

    本文通過大量算例分析,研究柱腳鉸接楔形變截面門式剛架的抗震性能,並對其自振頻率、振型進行了分析;通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下,樑柱截面尺寸不變時,柱上端、梁端、跨中截面處的內力大小,確定在什麼情況下地震作用效應組合起控製作用,變截面門式剛架需要進行抗震設計。
  3. The experiment procedure and analysis result about exteriorly extended end - plate connection with high strength bolt are introduced primarily ; each sample ' s dimension is given. the adding load equipment, measuring apparatus placed, measuring point established is detailed. adding load measure load and m - curve is produced ; the single span gabled frames horizontal displacement formula is deduced when the horizontal concentrated force is applied to it

    重點介紹了外伸端板高強螺栓連接的實驗過程及實驗分析結果,介紹了各組試件的形狀尺寸、加載裝置、測量儀器安放、測點的布置等;給出加載方式及測出的m -曲線;計算出試驗節點的初始剛度;推導水平集中力作用下單跨門式剛架考慮節點半剛性的側移計算公式。
  4. Combined witch the technical parameters in construction, this article mainly discusses the excavation method of deep end well of subway station, the " time - space effect " principle and the support system in case of complicated large span foundation

    根據「時空效應」原理制定的放坡、開挖單元及支撐架設的技術參數,對安全快速地完成大跨度端頭井深基坑的開挖起到了決定性的作用。
  5. Through analyzing the reason causing incomplete filling, this paper proposed a perfect 4 - direction - expanding scanline algorithm with repeating writing of the left end of the span, which is based on the correlation of pixels and the coherence of the scanning of the area

    在分析漏填產生的原因基礎上,利用像素間的相關性和區城在掃描線上的連貫性,提出了重寫區段左端點的4向填充掃描線演算法,使掃描線種子填充演算法臻於完善。
  6. Transport traditional warehousing enterprises are established in the majority of the planned economy era, state - owned enterprises, these enterprises generally logistics infrastructure investment is insufficient, but has many years of experience in the logistics operation, and rules and regulations, good corporate reputation, warehousing and transport operations at the core provide relatively complete logistics services, with a strong ability to attract customers, and formed a basic customers in the community establish corporate image and brand effect of the logistics business remained relatively stable development of the situation, but as a modern logistics development, a modern logistics, long - span, dynamic and strong, can be divided into and the complexity of the advantages of traditional storage transport sector there are many issues, such as : management methods are backward ; the logistics facilities and equipment, lack of investment in facilities aging ; still lack the overall planning of a detailed and clear market orientation, lack of modern logistics management concept outdated marketing logistics, resulting in the mainstream enterprise customer groups scattered, low - level mobility of the large, it is difficult to retain the high - end customers ; enterprise systems and internal operating mechanism of the lack of vitality

    留學解答資訊網:傳統的倉儲運輸企業多數是建立於計劃經濟時代的國有企業,這些企業一般對物流基礎設施投入不足,但是有多年的物流運作經驗,和規章制度,良好的企業信譽,以倉儲和運輸業務為核心,提供相對齊全的物流服務,具備了較強的招攬客戶的能力,形成了基本顧客群,在社會上樹立起企業形象和品牌效應,使物流業務保持著相對穩定發展的態勢.但是隨著現代物流的發展,較于現代物流,大跨度性、動態性強、可分性、復雜性等優點,傳統倉儲運輸業出現了許多問題,例如:管理手段落後;對物流設施設備的投入不足,設施老化;尚欠缺詳細的整體規劃和清晰市場定位,缺乏現代物流管理理念;物流營銷方式比較陳舊,造成企業主流客戶群體分散,級別較低,流動性大,難以保留中高端客戶;企業體制與內部運作機制欠缺活力。
  7. Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel, an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet. the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet. as indicated by the results, the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer, elastic modulus, thickness of steel sheet, and length of steel sheet. the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage. the present results will offer important reference for our country to further perfect bracing design by bonding steel method

    在彈性理論的基礎上,利用鋼板錨固剪應力計算公式,對在集中荷載或均布荷載作用下採用粘鋼加固的混凝土梁,分析鋼板錨固最大剪應力的有關影響因數.結果表明,最大錨固剪應力不但和混凝土梁的截面高度、跨度等參數有關,還和粘膠層厚度、彈性模量、鋼板厚度及鋼板長度有關.採用文中方法可以對鋼板端部最大錨固剪應力進行驗算,防止混凝土梁出現局部受拉破壞.研究結果為進一步完善我國粘鋼法加固設計提供重要的參考資料
  8. In the end, it analyzes the economy of the cooling system, pointing to variable operation conditions in which the ship runs, because the span of the shipping navigation area is great. this supplies the demonstration and convenience for engineer manager in the operation and management of cooling system

    最後針對于船舶航行的航區跨度大等特點,對冷卻系統變工況運行的經濟性進行了研究,從而為輪機管理人員在冷卻系統的運行管理過程中提供了一些依據和便利。
  9. For consistency in the comparison, the end span dimension is assumed to be 0. 4 of the center span.

    為了在比較中取得一致,假定邊跨長度均為中跨的04倍。
  10. For consistency in the comparison, the end span dimension is assumed to be 0. 4 of the center span

    為了在比較中取得一致,假定邊跨長度均為中跨的0 4倍。
  11. The main factors including prestressing levels, length of negative moment reinforcement and fire case which may have influence on the fail modes of the continuous slabs are examined. fire case which include end span under fire, middle span under fire and end - middle span under fire simulate different room catch fire. the regularity of deflection, prestress and reactions are presented

    在連續板的火災行為試驗研究中主要考慮了預應力度、負彎矩筋的長度以及不同的受火工況三個因素,其中不同受火工況包括邊跨受火、中跨受火及邊中兩跨同時受火三種情況,以模擬不同房間失火的情況。
  12. Dc - g1250 laser machine for cutting and engraving for the materials of 1250900mm, mainly for the processing of wood work patterns leather engraving with a high speed of 1500mm s. it is under the control of the dsp industrial system with the differentiation capacity of 0. 015mm. the movement span of the laser end is 40mm, and the laser power is 80w or more

    該機加工面積為1250900mm 。主要用於亞克力切割,木版圖像加工皮革切割雕刻速度快能力強,歸大移動速度1500mm s , dsp工業級高速控制,分辯率0 . 015mm ,激光頭上下40mm可調,激光功率80w 。
  13. In staged construction process, study is primarily aimed at the truss load resistance capacity and flexural performance under construction and design load, combination performances of steel trusses in conjunction with concrete beam, the vertical displacement difference of two steel trusses with different span and their lateral stability, the glide displacement of the steel truss end during construction, the load resistance performance of steel trusses and concrete structure at the designed load, and the extreme limit loads and the breaking appearance of the combined steel trusses

    主要研究了在階段施工過程中,鋼桁架在施工荷載及設計荷載下的受力性能和變形能力;鋼桁架與混凝土梁板的共同工作性能;兩榀不等跨鋼桁架在整體受力下的豎向位移差及其對結構的作用和側向穩定性;鋼桁架端部在施工階段的滑動情況;使用階段鋼桁架及其端部混凝土結構的受力性能;組合鋼桁架結構的極限承載力和破壞形態。
  14. In the jinshajiang suture zone, it lasted only a span of 9 ma from the start of subduction ( marked by the eruption of andesitic magmas and intrusion of intermediate rock of iag type at about 227 ma ) to the end of subduction, consumption of oce

    Iv期: 45ma以來,高原快速抬升;斷裂系活化,產生大規模走滑活動;巖體或被斷層切割、遷移,或抬升剝蝕。 ivi : 45 25mi ,巖體和整個青藏高原一起呈周期性的、脈動式抬升。
  15. Time span between begin - request and end - request events

    請求開始和請求結束事件之間的時間跨度
  16. Standard designs are for left - hand lay opgw. the formed wire dead - end of double - layer reinforced rods usually be applied on long span and high fall of river or valleys as well as tower of 30 - 60turn

    該接頭盒廣泛用於opgw光纜上的直接頭或分歧接頭,終端塔桿上opgw光纜與普通光纜或線路上opgw光纜與adss光纜的接續。
  17. In the end, the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ), which span is 198m, is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation. the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed, in which the dead load and the live load are assembled according to the criterion. on the other side, the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched

    最後,將本文所提出的三維非線性分析方法及其主要研究成果直接應用於198m跨勁型骨架式鋼管混凝土拱橋「淳安威坪大橋」的分析計算中,對該橋在最不利恆載和活載組合下的一般特徵值失穩系數和非線性屈曲系數進行了對比研究,並對一期恆載長期作用下該橋的徐變變形、附加應力以及截面應力、應變重分佈規律分別進行了深入研究。
  18. Dc - g460 is used for the carving of portraits images breast cards and various artistic words. it has also the capacity of carving seals. the processing area is 400600mm. the movement span of the laser end is 40mm up ward or down ward, with the higest speed of 300m s. it is under the control of high speed system with the differentiation rate of 0. 0125mm

    該機主要用於人像雕刻,胸牌胸卡雕刻,各種工藝禮品的加工,雕刻,同時,具有雕刻印章功能。加工面積400mm600mm ,激光頭上下40mm可調,最大移動速度為300mm s 。單片機高速控制,分辯率0 . 0125mm 。
  19. Time span between begin - request and end - request events : timespan

    請求開始和請求結束事件之間的時間跨度:
  20. End span erection at nb3 with deal gantry

    Deal吊桶架-終結跨度構件安裝
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