桁架布置 的英文怎麼說

中文拼音 [héngjiàzhì]
桁架布置 英文
arrangement of framework
  • : 桁名詞[建築] (檁) purlin
  • : Ⅰ名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  • : 動詞1. (擱; 放) place; put; lay 2. (設立; 布置) set up; establish; arrange; fix up 3. (購置) buy; purchase
  • 桁架 : truss桁架桿 truss rod; 桁架高度 truss depth; 桁架跨度 truss span; 桁架梁 girder truss; truss beam...
  1. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結構中採用迭層空腹結構.首先分析了其受力性能,得出了空腹各構件合理的截面剛度以及局形式.然後結合一實際工程,進行了兩榀迭層空腹轉換結構模型( 1 : 8相似比)的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹,另一榀配了預應力和鋼骨混凝土,對比分析了兩模型的層間位移比、骨曲線以及等效粘質阻力系數等抗震性能的比較,並進行了彈塑性動力分析.試驗和分析結果表明,配預應力和型鋼混凝土的迭層空腹轉換結構具有良好的抗震性能,可以成功地解決迭層空腹作為轉換層結構所產生的弊端問題,最後對這類轉換層結構提出了相應的設計建議
  2. Analysis and discussion on layout scheme of prestressed bars for transfer structure with large - span laminated open - web truss

    對大跨度疊層空腹轉換結構預應力筋方案的分析與討論
  3. Research of arrangements of web members and feasible styles for truss members of the staggered truss system

    交錯鋼體系的腹桿及其截面形式研究
  4. The paper describes the main techniques in the integral sliding construction for large span structure, which includes jacking scheme, plan layout, assembly, transport and stacking of components, setting of sliding system, setting of track, conformation of falsework, traction facility etc. discusses emphatically the sliding falsework, which includes the material, conformation, manufacture, welding and assembling of the shape steel tape falsework

    系統分析了大跨度鋼整體滑移施工中的起重吊裝機具的選擇與、施工平面結構拼裝單元及滑移單元劃分、滑移施工方案及工藝流程、的連接、拼裝運輸、及堆放、滑移軌道、滑移滾輪構造、延伸平臺以及滑移牽引系統等諸多工藝問題。
  5. Staggered truss steel framing system has seen a worldwide renaissance because it can yield great economy and maximum architectural and planning flexibility. to generalize the use of the system, more works need to be done on design methodology, details of seismic design and seismic design methodology

    鋼結構交錯體系由於其經濟性和建築的靈活性等優點得到了廣泛的重視,要讓工程技術人員熟悉和了解它,需要在設計方法、構造細節以及抗震減災理論等方面進行大量的工作。
  6. In this paper, based on a typical plan arrangement of two - user - on - one - storey and leap storey type multi - story house, the mechanical behaviours of the truss system, the difficulties in designing the truss system and the design of composite floor system is deeply analysed ; the connection design, fire proofing and corrosion protection used in this structure system are briefly introduced

    本論文以一梯兩戶躍層式多層住宅的一種典型平面為依託,以構思該住宅結構體系設計的方式,對這種體系的受力性能、設計難點和應用於該結構體系的壓型鋼板?混凝土組合樓蓋的設計進行了深入分析,對結構採用的連接、墻體和防火防腐措施進行了簡單討論。
  7. The disposal of steel staggered truss system and the calculation of shear rigidity

    鋼結構交錯體系及剪切剛度計算
  8. The wind force applied and wind - induced response of structure can be reduced prominently if the form and location of the space hole are appropriate. consequently this dissertation models three mega - truss - suspended steel structures, which bellow opened, upper holed and atrium placed. horizontal seismic response of each structure is investigated and some useful conclusions are presented

    基於此本文針對底部開敞、上部透空和內部中庭三種典型的空間開洞措施進行了模擬,分析了懸吊質量在豎向和水平不規則分佈對巨型懸掛鋼結構建築地震響應的影響,對結構體系得出了一些有益的結論。
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