high rise structures 中文意思是什麼

high rise structures 解釋
高聳建築物
  • 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。...
  • structures : 構築物
  1. Abstract : based on the mechanics and aesthetics of the high - rise building, the structural style, space structure stress and fittable range of the high - rise building is analyzed. it also points out that the concept of mechanics and aesthetics in structural design and comes up with the methods and approaches of conceptural design in structuce. based on the understanding and knowledge of the designs of architectural styles of structures, the methods play an important role in designing conception and the choice of structural systems

    文摘:從滲透于多層和高層建築的力學及美學概念，分析了多層、高層建築空間結構的受力特點、結構型式及適用范圍.基於對建築結構造型設計的理解和認識，分析了滲透于設計之中結構的力學概念和美學概念，提出了結構造型概念設計的思路和方法.這種方法對于設計構思和結構宏觀體系選擇具有一定的借鑒價值
  2. 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。
  3. 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。
  4. Then the coupling beams with new reinforcement layout were made an inquiry into, and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last, based on the observations of the experimental phenomena and the analysis of the measurement result, and by the comparison of seismic behavior by making use of hysteretic response, ductility and energy dissipation behavior, a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms, and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams, so it is suitable to te tised in short coupling beams

    本文通過對三根小跨高比（均為l h = 1 . 0 ）剪力墻洞口連系梁在低周反復荷載作用下的試驗，了解了嚴格按《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）設計的連梁具有的抗震性能，研究了採取增大連梁配箍量同時加強縱向構造筋的方案對抗震性能的影響，並進一步對新的配筋形式的連梁進行了探討，了解了在連梁梁端配置多排交叉斜筋方案對連梁抗震性能的改善。通過對試驗現象的觀察和量測結果的分析，利用荷載?位移滯回曲線、延性和耗能性能等指標對各個試件的抗震性能進行了比較，最後得出結論： 《鋼筋混凝土高層建築結構設計與施工規程》 （ 2000年徵求意見稿）不能保證小跨高比連梁具有較好的抗震延性：通過增大連梁配箍量同時加強縱向構造筋的方案對改善連梁的抗震延性的效果不太明顯；梁端配置多排交叉斜筋的連梁具有相對較好的受力性能，其延性和耗能性能等各項性能指標均優于普通配筋連梁，宜在深連梁中採用。
  5. Stochastic optimal control for adjacent high - rise structures

    鄰接高聳結構的隨機最優控制
  6. Code for design of high - rise structures

    高聳結構設計規范
  7. 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。
  8. 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。
  9. 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。
  10. Bridges, high - rise buildings, underground structures, tunnels, retaining structures for deep excavations

    橋梁高層建築地下結構物隧道深開挖擋土結構
  11. The floor of the high - rise frame structures is very suppleness when the frame structures subjected to the vertical seismic actions, it is impossible to confirm that each member has the same displacement in the same floor, so it is impossible that the summation of axes stiffness of each vertical member represent the global vertical stiffness of the frame structure

    高層建築框架結構在豎向地震作用下，樓板在豎向剛度是很小的，一般不予考慮，認為相對無限柔性，而梁的剛度也是有限的，不可能保證各豎向構件在同一樓層豎向位移相同，因此不能簡單地用各豎向構件軸向剛度之和來代表結構的總豎向剛度。
  12. Nonlinear whole - process dynamic analysis method of high - rise steel structures

    高層鋼結構的非線性動力全過程分析方法
  13. This paper introduces the achievements and the prospects of construction technology in the aspects of foundation and concrete works, high - rise steel structures, large equiment mounting, business management

    主要從地基基礎工程、混凝土工程、高層鋼結構、大型設備安裝及企業管理等方面，介紹了建築施工技術成就與展望。
  14. This paper introduces the achievements and the prospect of construction technology in china in the aspects of foundation works, concrete works, scaffolding technology, high - rise steel structures, waterproof technology and computer applications

    從基礎工程、混凝土工程、腳手架技術、高層鋼結構、防水技術和計算機應用等方面介紹我國施工技術進步與展望。
  15. Abstract : this paper introduces the achievements and the prospect of construction technology in china in the aspects of foundation works, concrete works, scaffolding technology, high - rise steel structures, waterproof technology and computer applications

    文摘:從基礎工程、混凝土工程、腳手架技術、高層鋼結構、防水技術和計算機應用等方面介紹我國施工技術進步與展望。
  16. Comprehensive application of some support structures in the deep foundation pit of a high - rise building

    高層建築深基坑支護法的綜合運用
  17. 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。
  18. Study on the effect of belts on the mechamic characteristics of super high - rise structures with outrigger

    環帶對帶水平伸臂的高層結構力學性能的影響
  19. The linear solution and nonlinear solution were compared, the structure ' s obvious geometrical nonlinear character was found. then the buckling analysis of the structure was made, and compared corresponding dome, the conclusion was made that ribbed truss and pre - stressed cables improved the structure ' s limit buckling load. at one time, the buckling analysis of structures with different rise - to - span were made, and discovered that buckling load and stability can be improved with high rise - to - span

    通過對該結構的線性解和非線性解的比較，發現結構具有明顯的幾何非線性特徵；對加肋預應力穹頂結構作了屈曲分析，並將它的結果與相應的單層網殼作了比較，得出了由於肋桁架和預應力索的存在，加肋預應力穹頂結構的極限載荷大幅度提高，比一般的單層網殼結構具有更好的穩定性能的結論。
  20. Optimum aseismic design of high - rise building for whole system and whole life optimization has to be considered, including five aspects : a ) optimization of structure function ; b ) optimization of structure selection ; c ) optimization of structure system ; d ) optimization of structure dimensions ; e ) optimum design of aseismic structures base on optimal fortification intensity

    高層建築考慮全系統和全壽命的抗震結構優化設計，應包括五個層次：一是結構功能的優化；二是結構選型的優化；三是結構體系的優化；四是結構尺寸的優化；五是基於最優設防烈度的抗震結構優化設計。
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