structural column 中文意思是什麼

structural column 解釋
結構柱
  • structural : adj. 構造上的,結構上的,組織上的。adv. -ly
  • column : n 1 【建築】圓柱;圓柱狀物〈如煙柱〉。2 【軍事】縱隊 (opp line); 隊;(艦隊的)縱陣,縱列,艦列...
  1. What is structural area points to form a building to bearing system, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane

    什麼是結構面積指構成房屋承重系統,分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。
  2. Structural area of the residence is to point to form a building to bearing coefficient, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane

    住宅的結構面積是指構成房屋承重系數,分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。
  3. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  4. The paper gives a mechanical and history analysis on the characteristic of laojunshan metamorphic core complex in southeastern yunnan and its structural environment, and considers that metamorphic core complex is actually a nuclear column of a vortex structure, which was caused by the wenshan ? malipo strike - slip fault

    通過滇東南老君山變質核雜巖特徵及周圍構造環境的力學分析及歷史分析認為,該變質核雜巖實質上是旋扭構造的砥柱,而旋扭構造又源於文山?麻栗坡斷裂的走滑運動,拆離伸展構造晚于旋扭構造。
  5. In this paper, the steps and frame of analysis and design is presented and the influence of column capital, drop panel, edge beam and flat beam on structural analysis is introduced

    在本文中,還給出了預應力混凝土板柱結構用等代框架法進行分析和設計的步驟和框圖,闡述了柱帽、托板、邊梁、扁梁對結構內力分析的影響。
  6. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種復雜高層建築結構的彈塑性性能,本文在國內外現有研究的基礎上,提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻,推導了相應的剛度矩陣並給出了恢復力模型;結合試驗研究和精細有限元分析的結論,提出線性和非線性單元相結合,剛性樓板假定和彈性樓板相結合的建模方法,較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題;接力大型有限元分析程序? ? ansys ,在上述建模思路的指導下建立了結構的空間非線性分析模型,進行了空間三維彈塑性時程分析。
  7. The use of structural column in wall - beam design

    構造柱在墻梁設計中的應用
  8. Problems and prevention of structural column

    構造柱施工通病與防治
  9. Answer 9 : structural columns can be built between main lien and arrival and departure line, but not between main lines. the column shall meet the requirement of track spacing

    答:鐵路正線與與正線之間不可以設結構柱。鐵路正線與到發線之間可以設結構柱,但要滿足線間距的要求。
  10. Small standard products of king tensile tent can be divided into three types due to the structural systems : cable - column tent, internal lifting tent and external suspending tent, in which we prefer to recommend the cable - column tent for your choice on account of its lowest cost and shortest installation time

    今騰盛小型單體蓬房按結構形式可以分為索柱結構形式內頂結構形式外掛結構形式,其中索柱結構形式經濟性最好,拆裝最快捷,是我公司的主推產品。
  11. Based on the pseudo - static experimental results of nine specimens 1 / 5 - scale specimens and failure characteristic in the structural test, the damage mechanism and the failure of abnormal joints under the shear force is analyzed. the paper discusses the possible affections of stirrup ratio, the changes of beam or column sections and initial eccentricity on carrying capacity of abnormal joints. according to experimental data, the formula for calculation of the shear - bearing capacity of abnormal joints is given

    針對該類框排架結構中通常存在異型節點的實際,在9 (其中邊節點4個、中節點5個)個1 5的偽靜力試件試驗研究及整體結構模型中該類節點破損特點的基礎上,提出了異型中節點和邊節點的破壞機理,針對異型中節點和邊節點的受力特點給出了該類異型節點的抗剪承載力計算公式和節點區的加強構造措施。
  12. But setting of strengthened floor will result in the sudden variation of structural stiffness and internal force, and will come into being weal story. the yield mechanism will difficultly " story column, weak beam " and " strong in resistance of shear force, weak in resistance of bending moment "

    在風荷載作用下,設置加強層是一種減少結構水平位移的有效方法;但在地震作用下,加強層的設置將會引起結構剛度、內力突變,並易形成薄弱層,結構的損壞機理難以呈現「強柱弱梁」和「強剪弱彎」的延性屈服機制。
  13. In the case of seldomly occurred earthquake, the artificial vertical seams play their roles, changes the failure forms of coupling wall - column and lower structural stiffness and earthquake action

    在大震作用下,人工豎縫發揮作用,改變了墻肢的破壞形態、降低了結構的剛度和地震作用。
  14. In the run up to the 2002 - 2003 budget i deliberately drew attention, in this column and in other hkma publications, to the risk that structural, as against cyclical, budget deficits, if left unchecked, may eventually endanger monetary stability

    年財政預算案發表前的一段時間,我特別在本專欄及金管局其他刊物內呼籲大家留意,與周期性預算赤字不同,結構性預算赤字若不加理會,最終會危害貨幣穩定。
  15. So the experimental studies on beam - to - column connections in steel frame are very important and meaningful, because it can provide theoretic foundation and reference for practical projects in selecting the beam - to - column connections forms structural residence system in steel - frame

    因此,鋼框架樑柱連接試驗研究既可給鋼結構住宅體系提供選擇樑柱連接形式的理論依據,又可供實際工程參考,具有重要的理論價值和實際意義。
  16. The paper develops the basic system of state - appraisal method aiming at monolayer steel structure workshop ; according to the influence factor of structural reliability, the paper also establishes the appraisal index and gradation principle to the effect foundation column - system roof covering - system and crane girder - system ; the appraisal method of main index of unit section ' s shortening surface temperature and deformation is especially researched ; the integrated appraisal method of structural reliability of industrial building is set up on the basis

    論文針對單層鋼結構廠房,首先建立了狀態評定方法的基本體系:根據結構可靠性的影響因素,進一步建立了作用、地基基礎、柱系統、屋蓋系統、吊車梁系統的評定指標和分級原則;專門研究了構件截面消弱、表面溫度、構件變形等主要指標的評定方法;在此基礎上,建立了廠房結構可靠性的綜合評定方法。
  17. Moreover, whether beam - to - column connections are good or not, it is a key of realizing structural intensity and ductility

    而鋼框架結構樑柱節點連接的好壞則是實現結構強度與延性的關鍵。
  18. C ompared the results of structural period, displacement and internal forces of mode 1 with mode 3, we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures, decrease lateral - deformation of the structures, especially decrease the maximum inter - storey displacement obviously, and get the internal forces and deformation of the whole structure more uniform. from the analysis results, it can be found that the maximum axial force gets less with hypo - frame than without it, and the maximum shear force and bending moment get more with hypo - frame than without it. thus it can be seen that the mainframe can be an independent structure system by itself, but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design, otherwise the mega structure can be unsafe, in addition, from the comparing analysis, it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column

    通過3個算例方案1和方案3結構周期、位移和內力反應的比較分析可知,次框架可以進一步增加巨型鋼框架結構的抗側剛度,減少結構側向變形,特別是明顯減少了結構最大層間位移,使整個結構的內力與變形分佈更為均勻;次框架的加入使主框架柱最大軸力較無次框架情況減少,而主框架柱的最大剪力和彎矩較無次框架情況都有所增加,由此可知,雖然主框架本身可以成為獨立的結構體系,但在分析設計時,還應該考慮主、次框架協同工作,進行整體分析、整體設計,否則結構會偏於不安全。
  19. Recently, the special - shaped - column structural system has been developed very rapidly in china. many relative structural systems emerged in endlessly

    近年來,異形柱結構體系在我國發展迅速,各種相關的結構形式層出不窮。
  20. With the functions of high - rise buildings becoming more and more diversified, general structions can not meet the rigidity, intensity, ductility of the modern constructions. now there are some engineer ing cases, in which, the change of column grid between the standard layer upper part and community services layer under part could accomplished by the structural transfer floor

    隨著現代高層建築功能的日趨復雜,常規結構已不能滿足剛度、強度及延性的要求,將上部標準層的小柱網變為下部公共服務層的大柱網,設置結構轉換層,目前在國內已有一些工程實踐。
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