桁架腹系 的英文怎麼說

中文拼音 [héngjià]
桁架腹系 英文
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  • : 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;...
  • : 名詞1 (軀乾的一部分) abdomen; belly; stomach 2 (鼎、瓶子等器物的中空而凸出處) empty and protr...
  • : 系動詞(打結; 扣) tie; fasten; do up; button up
  • 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結構.首先分析了其受力性能,得出了空各構件合理的截面剛度以及布局形式.然後結合一實際工程,進行了兩榀迭層空轉換結構模型( 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,另一榀配置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,配置預應力和型鋼混凝土的迭層空轉換結構具有良好的抗震性能,可以成功地解決迭層空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. 4 ) the different between global ductility gained using fully restrained model for truss connections and partial restrained model for truss connections indicate the fully restrained is better for the global ductility of the staggered truss steel framing

    5 )通過採用不同連接計算模型的比較,指出在鋼結構交錯的製作中,無論是混合還是空,都希望能夠保證桿與弦桿的可靠連接。
  3. Research of arrangements of web members and feasible styles for truss members of the staggered truss system

    交錯鋼桿布置及其截面形式研究
  4. Therefore, the light steel portal frame system is compared comprehensively to the bent frame system of solid - web steel column and solid - web steel plate beam, the bent frame system of solid - web steel column and open - web steel pipe truss, as well as the system of rc column and open - web steel pipe truss

    因此對中小型單層廠房中實式鋼柱加實式鋼板梁排,實式鋼柱加空鋼管以及鋼筋混凝土柱加空鋼管與輕鋼門式剛進行了綜合比較。
  5. Based on the analysis of bearing characteristic of the staggered truss system, a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented. after that, according to the simplified calculation model, iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided. at last, a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends, other columns in same story and neighboring story on effective - length of columns

    通過對交錯結構體受力特點的分析,確定了在豎向荷載和水平荷載作用下交錯結構體的簡化計算模型;然後,根據計算模型,提出了豎向荷載作用下空交錯結構的內力迭代計算方法以及水平荷載作用下交錯結構的內力和側移計算方法;最後,通過分析柱端約束、同一樓層其它柱子以及相鄰樓層柱子的影響,給出了柱子計算長度數的計算方法。
  6. The paper also carried out elastic and plastic analysis on 8 - storeyed truss and 8 - storeyed vierendeel truss. based on the results, the two structures can both be applied to strong earthquake zone. however, the weak layer of the former structure is the first storey, while the weak layer of the latter is the 3rd storey

    本文還對8層的混合式鋼結構交錯、 8層的空式交錯的進行了彈性和彈塑性分析,從分析結果中可以看出, 8層的兩種形式的結構都適合用於8度強震區的三類場地土區,但混合式的薄弱層是在結構底層,而空式的薄弱層是在結構的第3層,而且兩者的破壞模式也有所不同。
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