tower structure 中文意思是什麼

tower structure 解釋
框架式結構
  • tower : n 塔，樓塔；城堡；碉堡；要害地；〈罕用語〉（負傷鳥的）筆直向上飛；〈美國〉鐵路信號所。 a bell tow...
  • 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. Code for design of counterflow - type mechanical draught cooling tower structure for petrochemical enterprises

    石油化工逆流式機械通風冷卻塔結構設計規范
  2. According to the general plant of pkpm, the development of the pre - process part of cad system for tower structure has been done with object - oriented program language c + + in cfg graphic supporting system. the cad system is composed of the model - processed work of six kinds of towerbody structure, four kinds of towerboard, cupulate towerhead and extensive towerhead

    依照pkpm的總體布局要求，本工作採用設計語言c + + ，在cfg圖形平臺上進行塔架結構計算機輔助設計前處理的開發，完成了六種塔身結構、四種橫隔形式、酒杯型塔頭和擴展干字型塔頭的處理工作，這些都是最常用的典型結構。
  3. The development of the cad system for tower structure is based on cfg graphic flat of the pkpm

    開發是在pkpm的cfg圖形平臺上進行的。
  4. The tower structure comprises an external steel frame, an elliptical concrete core and steel - framed floors between them

    塔體由橢圓型鋼結構外筒和混凝土核芯筒以及連接這兩者的鋼-混凝土組合結構樓面組成。
  5. Performance of the proposed damage detection approach is demonstrated by the analysis of xiang jiang transmission tower structure

    對湘江輸電塔架結構的數值模擬分析，表明本文提出的損傷診斷方法的結果是令人滿意的，具有實際工程應用價值。
  6. So considering comprehensively above - mentioned factors this thesis analyses intake tower structure by different calculation methods

    本文綜合考慮以上因素，應用不同的計算方法，對進水塔進行結構分析。
  7. Study of improving reverse cooling tower structure

    逆流式冷卻塔結構改進研究
  8. 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。
  9. In this paper, adopting the optimization equivalent method, the finite element model of transmission tower structure with bolted looseness - damage is set up according to the damaging characteristic of this tower structure

    摘要本文針對輸電塔架結構的損傷特點，採用優化等效的方法，建立了具有螺栓松動損傷的輸電塔結構的有限元模型，同時提出了此結構螺栓松動損傷診斷基於應變模態的改進的模糊模式識別方法。
  10. 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
  11. According to the fluctuating property of wind, on the stochastic vibration finite element theory, some calculation formulas of the response, including the along - wind response and the across - wind response, are obtained, the ideology of the torsion vibration in the double - tower structure and the ideology of the double - tower structure ' s dynamical wind load are also put forward at the same time. by using the stochastic vibration module of the general finite element program, the paper analyses the performance of the wind resistance more deeply and fully, discussing the influence on the double - tower structure from the diversification of the different component. the variance law of dynamic displacement and wind - induced vibration coefficient is derived through analyzing structure stochastic vibration, so is the effect of several parameters on dynamic displacement, acceleration and wind - induced vibration coefficient

    從結構風振的基本理論出發，通過對脈動風功率譜的分析，推導了結構風振響應（順、橫風向）的計算公式，同時提出了雙塔結構的扭轉振動和動力風荷載計算的思想，在結合通用有限元程序的隨機振動模塊的情況下，對雙塔結構的抗風性能作了深入、全面研究，探討了雙塔結構構件截面的變化對其抗風性能的影響，同時探討了順風向風速譜的選取、風速、參與計算的振型數、風與結構耦合作用是否考慮等因素對分析結果的影響，比較了規范風振系數的計算與隨機演算法結構的異同，並討論了原因，得出一些有意義的結論。
  12. This paper discusses the search and development of the cad system for tower structure on pc

    本文介紹的塔架結構計算機輔助設計系統目前由前處理模塊、結構分析計算模塊兩大部分組成。
  13. Discussions on uhv conductors and tower structure in china

    關於我國特高壓導線和桿塔結構的探討
  14. From above analysis, the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big, the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers. the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement, but also make large influences on the stress of transfer plate and near floors, thus it is necessary to strengthen those floors

    通過上述分析，得出以下主要結論：多塔樓結構存在頻率密集現象，各振型間耦聯效應明顯，地震作用計算應採用cqc組合原則而不能簡單地採用srss組合原則；非對稱多塔結構的振型中，扭轉作用明顯，平扭耦聯效應值得考慮；裙樓剛度對整體結構的抗震性能影響很大，非對稱多塔結構宜控制裙樓與塔樓剛度比在適宜的范圍；非對稱多塔易導致平面剛度分佈不均勻，結構扭轉效應不僅在豎向抗側構件中引起較大的扭轉內力，對轉換層樓板應力有較大的影響，且延續至相鄰樓層，對相應樓層均應採取相應的加強措施。
  15. Multi - tower structure is a kind of complicated structural system. because of coupling vibration of the towers, the seismic design method of multi - tower building is quite different from the one of usual structural system

    多塔結構是一種復雜的結構體系，由於多個塔樓之間的相互耦聯振動，其抗震性能與傳統結構體系有較大的不同。
  16. In this paper, three - tower building with name of oriental tunes square in xiamen is analyzed by the international current program sap2000, considering seismic action in two directions. by structural modeling and calculation, the characteristic of vibration of the multi - tower structure is analyzed, the influences of the rigid ratio of the enlarged base to top tower and translation - torsion coupled effects among several towers are investigated, the inter - story displacement, displacement of the top tower and deformation of tower ' s base floor in x and y major orientation under earthquake action are contrasted with those under wind load. at last, the distributing characteristics of stress of transfer plate and of the normal, shearing stress of mostly vertical elements under earthquake action are studied

    本文以具有3個塔樓的廈門東方時代廣場為分析對象，採用國際通用有限元分析軟體sap2000進行結構建模和分析，考慮雙向地震動輸入，研究結構的振動特性，分析底盤與塔樓剛度比對結構的影響以及多塔之間的扭轉效應和平扭耦聯作用，對比風荷載和地震作用下塔樓在兩個結構主軸方向的層間位移、頂點位移以及塔樓底層的變形，分析地震作用下轉換層樓板的應力分佈特點及主要豎向構件的正應力和剪應力分佈特點。
  17. Tower structure is widely used in the power transmission, and the project of radio communication and radio broadcast tower structure has abundance kinds, the development of the cad system for tower structure, not only gets the attention of the large scale software developer, but also has better market prospect

    塔架結構被廣泛應用於輸電線路、無線電通訊及無線電廣播事業中。其結構形式豐富，設計經驗也較成熟。其結構計算機輔助設計的開發，不僅引起了許多大型軟體開發商的關注，而且具有相當好的市場前景。
  18. The paper details on the pre - process problem of the cad system for tower structure, and the method of using mixed - language programming with visual c + + and visual fortran in windows environment

    本文詳盡地研究了塔架結構計算機輔助設計的前處理問題，及windows環境下用visualc + +和visualfortran進行混合程序設計的方法。
  19. Software interface design based on electronic power iron tower structure and compression analysis

    基於電力鐵塔結構分析的軟體介面設計
  20. Nonlinear time - history analysis of base - isolated building with multi - tower structure and large podium

    大底盤多塔樓結構基礎隔震非線性時程分析
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