structural height 中文意思是什麼

structural height 解釋
結構高度
  • structural : adj. 構造上的，結構上的，組織上的。adv. -ly
  • height : n 1 高，高度；身高；海拔。2 〈常 pl 〉高地，山丘。3 高貴，卓越。4 絕頂，頂點；【聖經】天。5 〈罕...
  1. The relationships of modal damping versus the stiffness of cables, the attachment height of damper and damping constant are obtained. with the optimal structural control method, a new approach to determine the optimal damping constant of viscous damper is presented. the first a few modal damping can be optimized simultaneously under the optimal damping constant of damper, which is more convenient than the existed design method

    4 、對拉索-粘性阻尼器系統的動力特性進行了研究，得到了拉索剛度、阻尼器安裝高度及阻尼系數等參數對拉索系統模態阻尼比的影響規律；根據最優控制原理，提出了一種確定阻尼器優化阻尼系數的方法，該方法確定的阻尼系數能保摘要證前幾階模態阻尼比得到整體優化，改進了現有的設計方法。
  2. On the condition that the width of section is invariable, the height of section is confirmed by structural optimization method. this will change traditional method to optimize the height of section so that design is simplified and cost is lower. this paper presents one optimization design method

    在給定抗滑樁截面寬度的條件下，運用結構優化的方法來確定抗滑樁截面高度，改變傳統的確定樁截面尺寸這一迭代計演算法，使抗滑樁截面高度取最優值，達到簡化設計和降低工程造價之目的。
  3. ( 3 ) quadrature experiment consisted of four experimental factors including dental angle, space between dental structure, dental height and the depth of flow passage of dentate, any one of which has four different values. how these dental structural parameters affected hydraulic performance of dentate emitters was studied

    （ 3 ）以齒形流道結構中齒角度、齒間距、齒高、流道深度為實驗因素，每個因素選用4個水平，進行正交實驗，研究了齒形流道結構參數對滴頭水力性能的影響。
  4. That is, by the calculation of the anti - thermal deformation quality factor and synthetic quality factor of some typical primary mirror materials, the primary mirror material is selected scientifically and rationally. by the finite element method and the conception of structure rigidity quality factor, researching the relation between the light - weighted cell shape, the mirror thickness and mirror structural rigidity quality. by the force - thermal coupling analysis of the primary mirror assembly, the relations between the thickness, height of the flexible support reed and primary mirror synthesis surface figure error ( p - v ) have been researched

    即，通過對常用主鏡材料的抗熱變形品質因數和綜合品質因數的定量分析，科學地完成了主鏡的選材；應用有限元分析方法，藉助于結構剛性品質因數的概念，研究了主鏡輕量化孔的形狀和主鏡厚度對鏡結構剛性品質的影響；通過對主鏡組件的力熱耦合分析，研究了主鏡柔性支撐簧片厚度與高度對主鏡面形的影響。
  5. With an analysis of the influence of service frequency, the cars organization on the available length of the platform, and the influence of the station, the circumstance control system, as well as the equipment on the scales of station, the author agrues that the station scale shall be reduced by way of increasing the service frequency, cutting down the length of the platform, compressing the structural height of the station, so as to reach the goal of rational distribution of the auxiliary establishments

    摘要通過分析發車頻率及列車編組對站臺有效長度的影響，以及車站結構型式、環控系統制式的選取和車站設施的布置對于車站面積的影響，初步探討了縮小車站規模的方法和途徑：提高發車頻率，以縮短站臺有效長度；選擇合理的車站層數來壓縮車站的高度；從環控系統的選取以及各種設施用房的合理布置上來減少車站用房面積。
  6. By means of analyzing the influence upon the stress distribution affected by parameters of half conical angle of anvil and ratio of height to diameter, the structural optimization method was advanced

    通過分析頂錘半錐角、高徑比等參數對應力分佈的影響，提出了結構優化的方法。
  7. The dissertation brings forward the maximal suitable height, the structural detail drawing and some codes so that design faculties and workers apply it widely

    另外，我們從施工的角度對該保溫模塊制定了具體的施工工藝流程，便於施工人員操作。
  8. These factors are mainly the compressive strength of rocks, the quality index of rocks rqd, the velocity of elastic wave of rockmass, the slope height, the annual rainfall, and the structural character grade of rockmass

    在構造邊坡穩定性評價的經典域和節域物元時，關于特徵的量值范圍可以根據工程實際情況加以調整，說明該方法具有靈活性。
  9. On the premise of satisfying all constraint conditions stipulated in the codes with the pipe thickness spacing, height and thickness of stiffener rings as variables and the total steel quantity per meter of pipe as objective function, the program is developed for structural stress computation and comparison of total steel quantity used so as to select the alternative with smallest total steel quantity per meter of pipe

    該程序在滿足規范規定的各種約束條件下，以管壁厚度、加勁環間距、高度和厚度等作為變量，以每米鋼管的總用鋼量為目標函數，進行結構應力計算和工程量比較，從中選出用鋼量相對最小的設計方案。
  10. The company says the burj will fulfill the chicago - based council on tall buildings and urban habitat ' s four criteria for the tallest building : the height of the structural top, the highest occupied floor, the roof ' s top, and the spire ' s tip, pinnacle, antenna, mast or flag pole

    公司宣稱，迪拜高塔將奉行芝加哥理事會制定的高層建築和城市人居的四重標準：結構性定點的高度、最高層數、屋頂高度、尖端高度、天線高度和旗桿高度。
  11. It is located near xizhimen, beijing, steel frame and steel concrete structure. 3floors underground, 22 floors on the ground. its height is 98m, its structural area is about 115000m2

    位於北京西直門附近的西客隆商貿中心，為鋼框架? ?鋼筋混凝土結構，地下三層，地上二十二層，高度為九十八米，面積約115000平方米。
  12. Total 18 simulated acceleration time histories for intensity 6, 7, 8 and 9 are adopted as inputs, 6 typical retaining walls heights and 2 bridge abutments with difference are selected as the structural models of soil - structure system, the seismic responses of the system and the horizontal variation of the maximum response accelerations at different height levels are analyzed by means of a wave propagation finite element program

    選用針對地震烈度6 、 7 、 8 、 9合成的總共18條地震動時程，選取具有代表性的6個不同高度的擋土墻以及2個不同高度的橋臺模型，利用波動有限元法既有程序分析地震反應，研究水平地震加速度沿高度的分佈規律。
  13. The elastic pad ' s heights comprise of some basic discrete height. at the same time, there are some design targets during the assemble process. so the problem belongs to structural optimization with discrete variables and multiple objectives

    結合結構的幾何模型與力學模型，根據彈性墊層材料的供應規范和結構設計要求，建立組合圓筒裱糊裝配結構的離散變量多目標優化模型。
  14. Based on the analysis of the evolution of the structural parameters of non - pillar sublevel caving of mines both in and outside china, it is pointed out that increasing continuously the sublevel height is not suitable for application in china because of the limitation of various factors while increasing the access space is the main way to reduce the amount of developing work, reduce the mining cost and increase the one - time caved ore amount so as to raise the mining strength and the labour production rate

    分析了國內外礦山無底柱分段崩落法結構參數演變過程后指出，繼續增大分段高度由於諸多因素的限制，在我國並不適宜推廣應用，而增大進路間距卻是減少採準工程量、降低采礦成本、增大一次崩礦量、提高采礦強度和勞動生產率的主要途徑。
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