高聳結構 的英文怎麼說

中文拼音 [gāosǒngjiēgòu]
高聳結構 英文
high-rise structure
  • 高 : Ⅰ形容詞1 （從下向上距離大; 離地面遠） tall; high 2 （在一般標準或平均程度之上; 等級在上的） above...
  • 聳 : 動詞1. （聳立） tower aloft; rise straight up 2. （引起注意; 使人吃驚） alarm; shock
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 高聳 : ascend; mount; steeple; stand tall and erect; tower; cloud-capped; lofty; high; towering
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. But the research is not a patch on the needs of structure form and diversification function. as far as those towers that have vagary sculpt, the criterion of high - rising structure design can not offer veracious reference basis

    但是對于塔架的研究遠遠比不上其結構形式及功能多樣化的需求，使得根據以往研究得到的高聳結構設計規范對于許多造型獨特的塔架結構不能提供準確的參考依據。
  2. According to the information concerned, the analogous structure were adopted on the alamilo bridge in sevilla, spain and on the curved cable - stayed bridge on golf court in xiaoye city, bingbu country, japan. at present, this kind of structure has not utilized all over the country yet. nanjing, the region of basic seismic intensity 7, is an unfavorable site for anti - earthquake in terms of geological conditions according to seismic code for buildings

    但是，主塔屬于傾斜高聳結構，拱屬于柔性拱結構，索屬于特殊懸索結構，經檢索了解，西班牙sevilla的alamilo橋和日本兵庫縣小野市內高爾夫球場上的曲線斜拉橋採用過類似結構，國內目前尚未有此形態的結構記載，南京地區地震基本烈度為七度，地質條件按照建築抗震設計規范之規定，屬對抗震不利地段。
  3. Discusion on the vertical seismic action of highrise structure

    關于高聳結構豎向地震作用計算的探討
  4. The guyed mast structure is a high - rise system made up of soft cable and slim mast. the interaction between the inclined guys and the mast makes its nonlinear dynamics very complex. the damage probability of guyed mast is especially high under normal designing and constructing in civil engineering fields

    桅桿結構是由柔索和細長的桿身組成的高聳結構，斜拉的纖繩和桿身使其非線性振動十分復雜，在正常設計、建造及材料情況下，桅桿結構破壞發生的比例之高在土木工程界是少見的。
  5. Characteristics and calculational methods of wind load are discussed in this paper. the extent of impact of wind load is analyzed quantitatively by means of numerical simulation, especially when the towering building rotates after blasting

    探討爆破拆除高聳建築物中風荷載的特點與計算方法，通過數值模擬對風荷載在拆除爆破中影響高聳結構傾轉進行定量分析，確定風荷載的影響程度。
  6. The results of wind forces acting on high buildings are the fatigue failure by vibrations, local failure under pressure and toppling failure etc. wind forces are one of design loads on towering structures, high buildings and long - span bridges, sometimes even be decisive function

    風對建築結構的作用表現為結構的振動疲勞破壞、局部受壓破壞和整體傾覆等，風荷載是高聳結構、高層建築和大跨度橋梁的重要設計荷載之一，有時甚至起決定性的作用。
  7. Abstract : the wave equation, continuous equation for tower structure and the method of characteristic line, are derived in this paper, and variation of structure modulus of elasticity with strain and vibration frequency being considered, state of stress on the structure affected by earthquake wave is analyzed

    文摘:推導了高聳結構（桿件）波傳播運動方程、連續方程和特徵線求解方法.並考慮結構彈性模量隨應變及振動頻率的變化，對地震波作用下結構的受力狀況進行了分析
  8. Stochastic optimal control for adjacent high - rise structures

    鄰接高聳結構的隨機最優控制
  9. Specifications for the design of highrise structures

    高聳結構設計規范
  10. Code for design of high - rise structures

    高聳結構設計規范
  11. Rock anchor piles design of huge structure foundation and analysis by finite element analysis

    高聳結構巖石錨桿基礎設計及有限元分析
  12. The reform and open policy in china has brought an upsurge in building long - span bridges and tall structures

    摘要我國的改革開放政策帶來了大跨度橋梁和高聳結構建設的高潮。
  13. Just under this kind of background, new national standard of high - rising structure design is being set up

    正是在這種背景下，高聳結構設計新的國家標準的制定正在全面展開。
  14. High - rise structure is a kind of structures whose height - to - width ratio is quite large with comparatively flexible bending stiffness

    高聳結構是一種高寬比較大，結構抗彎剛度相對較柔的構築物。
  15. With the widespread use of high - rise structures, it is essential and necessary for them to make the wind - vibration control

    隨著高聳結構被廣泛應用於各個領域，對其進行結構風振控制則顯得更加迫切和必要。
  16. At the same time, the installed location of mtmd on high - rise structures has been studied carefully in this paper, and taking luoyang tv tower as an example

    以洛陽電視塔為工程實例，對mtmd在高聳結構上的最優安裝位置進行了探討和分析，根據計算結果設計出復合mtmd振動控制裝置。
  17. A method of choosing the wind load influence modulus that decides the wind load numerical value of combination structure was proposed correspondingly. firstly the wind load parameter that influences the wind load of combination structure was chosen according to design criterion of high - rising structure and through tradition calculation methods of wind load. by using currently calculation methods the axis force and martix of the most danger section was worked out, and the security of structure was analyzed and checked

    首先運用傳統風荷載計算的方法，結合本文的組合結構的特殊情況，以高聳結構設計規范為參考，參照風荷載理論選定了影響該組合結構風荷載的風荷參數，並依據一般塔架演算法（簡化懸臂梁法）計算出了與底座連接處斷面（最危險截面，距塔底6米段）的軸力和彎矩，同時對此處進行了應力分析和可靠性校核。
  18. Since the current national standard, ( ( the standard of high - rising structure design ) } ( gbj135 - 90 ), was established at the end of 1980 ' s according to the past engineering experience, it can not meet with the demand for the high - rising structure design. especially there are no articles which deal with the design of prestress technology in the chapter of concrete tower drum

    由於我國現行的國家標準《高聳結構設計規范》 （ gbjl35 - 90 ）是在20世紀80年代末根據以前的工程實踐經驗制定而成的，遠遠滿足不了當前高聳結構設計中的需要，特別是在混凝土塔筒一章中還沒有預應力技術設計的條文規定。
  19. Vibration control of high - rise structures is a new school which has quickly developed recent years, whose keystone is to change traditional methods that reinforces the strength of load - bearing structures to resist wind loads and seismical forces, which has used the theory of structures " vibration control in order to inhibiting structures " wind - induced response

    高聳結構振動控制是近幾年才發展起來的新興學科。它的核心問題是利用結構振動控制理論，改變傳統地加強承重結構以抵抗風振或地震的思路，而採用某種控制裝置施加控制力，抑制結構的動力反應，特別是被動控制理論已經發展得比較成熟，且有很多工程實例。
  20. Then the concept of complex multiple tuned mass dampers is presented on the basis of calculating results. secondly, as a result of deducing formulas systematically and making programs to analyze with the software named matlab, the complex multiple tuned mass dampers are obviously more effective in comparison with multiple tuned mass dampers for suppressing vibration of struc tures

    其次，經過系統地公式推導和matlab編程模擬計算，繪出被控高聳結構在脈動風荷載激勵下，安裝mtmd和安裝復合mtmd后關鍵部分質點的位移均方響應譜，通過對兩種情況下位移均方響應譜的比較，證明了復合mtmd的減振效果明顯優于傳統mtmd振動控制裝置。
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