high-rise structure 中文意思是什麼

high-rise structure 解釋
多層建築
  • high : adj 1 高的〈指物，形容人的身高用 tall〉；高處的；高地的。2 高級的，高等的，高位的，重要的。3 高尚...
  • rise : vi （rose; risen ） （opp fall sink）1 上升，升起；（日、帆等）現出，出來；（地勢）向上斜，隆起。...
  • structure : n. 1. 構造，結構；組織；石理，石紋。2. 建造物。3. 【化學】化學結構。4. 【心理學】（直接經驗中顯現的）結構性，整體性；整體結構。adj. -d ,-less adj.
  1. This paper introduces the construction technology of the super high - rise building with the frame - core tube structure, analyzes on the defects existing in the construction process, and advances some matters that should pay attention to during the constructing

    介紹了超高層框架?核心筒結構施工技術，分析了施工過程中存在的缺陷，提出了施工中需注意的事項。
  2. The mechanism of different strengthened story rigid cantilever styles is analyzed in this paper. several strengthened story models in common use are compared. the reasonable number and stiffness strengthened stories optimal position in high - rise frame - core tube structure are gained, and the dynamic response of structure with stiffness strengthened stories is analyzed

    本文通過分析不同形式的加強層剛臂的作用機理，並在對常用的幾種加強層模型進行分析比較的基礎上，提出了高層框架-核心筒結構剛性加強層的合理布置數量及其布置最佳層位的選擇。
  3. The 2, 600 - foot ( 800 - meter ) structure, consisting of 20 escalators and 3 moving sidewalks, allows commuters and tourists to high - rise - hop without ever descending to the ground

    這座長達2 ， 600英尺（ 800米）的建築，由20座自動扶梯和3座自動人行道組成，可以使上班族和遊客們不用下到地面即可在大樓間往來。
  4. Presently it is widely used in ship building, bridges, high - rise building etc steel structure welding

    目前已廣泛應用在造船業、橋梁、高層建築等鋼結構的焊接中。
  5. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  6. Three parts, upper structure, groundsill and foundation in high - rise buildings are in a full system with interaction

    高層建築的上部結構、地基、基礎處於一個共同作用的完整系統中。
  7. The results from this paper will permit one to predict by a fire - new and full - scale point of view the problem of interaction of the upper structure, groundsill and foundation in high - rise buildings

    本研究的結果將使人們站在一個嶄新的、全面的角度來看待高層建築的上部結構、地基、基礎共同作用的問題。
  8. Designing practice of high - rise apartments with frame and shear wall structure

    剪力墻結構的設計實踐
  9. Vibration control on suspension structure of high - rise building

    高層建築懸掛結構體系振動控制
  10. Because of the need of architectural function, high - rise buildings of frame - shear wall structure are developing rapidly, in the lower part, frame columns with small rigidity are laid to get large space which is used as marketplaces, eateries and recreational sites ; in the upper part, shear walls with large rigidity are laid to get small space which is used as residences, hotels and offices

    近年來高層建築發展迅速，由於建築功能的需要，框支剪力墻結構的高層建築發展迅速，下部布置剛度小的框架柱以獲得大空間作為商場、餐館、文化娛樂設施，上部布置剛度大的剪力墻形成小空間作為住宅、旅館或辦公用房。
  11. 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。
  12. But for in the rigidity structure founded on soft soil, especially high - rise structure, considering soil - structure dynamic interaction ( ssdi ) while calculating the earthquake response is very essential

    但是對于處在柔性地基上的剛性建築物，特別是高層建築物，在計算地震反應時考慮土-結構的相互作用是很必要的。
  13. For long - span bridges, long - space spatial structure, high - rise buildings, high - rise tower, wind load is one of control loads for structure design, beside for the many use of kinds of the light weight and high strength material and many use of glass cladding, the problem of wind load on the building structure become more serious

    對于大跨度橋梁、大跨度空間結構、高層建築、高聳塔桅結構來說，風荷載是其結構設計中主要的控制荷載之一，同時由於各種輕質高強度材料及玻璃幕墻的大量運用，使得建築結構受風影響的問題更加突出。
  14. Experimental study on high - rise staggered truss steel structure

    高層鋼結構交錯桁架結構的試驗研究
  15. Based on similarity theory, this paper design a 1 : 25 micro concrete scale model of shenzhen international mayor tower which is a high - rise building of frame - shear wall structure with high transfer floor, keeping model similar to prototype in loading behavior

    本文根據相似理論，通過分析比較設計了與深圳國際市長大廈這一高位轉換框支剪力墻高層建築相似的1 : 25的微粒混凝土混合相似模型，盡量保持模型與原型結構在受力特點上的相似性。
  16. Firstly, the master zhang binbin ' s tests further verified that the design methods brought forward by the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) can not satisfy basic seismic requirement. at the same time, our research group find that some acceptable improved reinforcement arrangement scheme in domestic and foreign researches can not attain satisfying ductility performance

    其中首先通過碩士研究生張彬彬的試驗研究工作，進一步證實《高層建築混凝土結構技術規程》 （ jgj3 - 2002 ）提出的設計方法不能滿足抗震基本要求；同時查明，國內外已提出的某些施工可以接受的改進配筋方案仍未達到較滿意的延性性能。
  17. Double - tower structure ( dts ) is a new type super high - rise building structure system, which is a complicated new type high building structure combined by the base structure, it is more widely used in the practical engineering, owing to the diversification in the structure and space assembling. although doing some research on the structure, the research on the performance under the static loads is not deep, specially the research on the dynamical characteristic

    雙塔結構是一種新型的超高層建築結構體系，是通過底部結構將現有的結構形式經過組合而形成的一種復雜的新型高層建築結構形式，由於它在結構與空間布置上的靈活性在實際工程中有越來越多的應用，雖然對這類結構的研究已經進行了一些，但對它的受力性能的研究特別是它的動力性能的研究還不夠深入。
  18. At this background, though coupling beams with the small ratio of the span to depth have no sufficient test results, in order to satisfy the needs of engineering design, the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) still adopt the design method of decreasing the maximum shear force and increasing the quantity of stirrups. but in china code for design of concrete structures ( gb 50010 - 2002 ) the content of seismic design methods for these kinds of coupling beams continue to be blank

    在這一背景下， 《高層建築混凝土結構技術規程》 （ jgj3 - 2002 ）為了滿足工程設計需要，對小跨高比連梁在沒有充分試驗結果的情況下，仍採用降低最大作用剪力和提高箍筋用量的設計方法（雖然這種方法已被國外試驗證明在跨高比小於1 . 50的連梁中是肯定不能保證延性要求的） ，而《混凝土結構設計規范》 （ gb50010 - 2002 ）則把這部分內容繼續留作空缺。
  19. Seismic design method of coupling beams with small aspect ratio was one of important problems catching notice at the newly revising structure design codes just completed, and it was discussed seriously at the harmonizing meeting of china code for seismic design of structures, china code for design of concrete structure and the code for design of reinforced concrete high - rise structure. however, because of the insufficiency of experimental research, unanimous opinions were not obtained

    在剛完成的我國新一輪結構設計規范修訂中，小跨高比連梁的抗震設計方法是被關注的重點問題之一，並在《建築抗震設計規范》 、 《混凝土結構設計規范》和《高層建築混凝土結構技術規程》的協調會上作過認真討論，但因試驗研究工作尚不夠充分，未能取得一致意見。
  20. 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。
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