縱桁 的英文怎麼說

中文拼音 [zōnghéng]
縱桁 英文
longitudinal girder
  • : Ⅰ動詞1 (釋放; 放走) release; set free; let go 2 (放任; 不約束) indulge; give oneself up to; l...
  • : 桁名詞[建築] (檁) purlin
  1. Double girders of rule height and thickness lines up with the corrugated longitudinal bulkhead of cargo tanks at centre

    規范要求高度和厚度的雙縱桁,與船中間貨艙內的非直線艙壁保持一致
  2. In machinery spaces situated at the aft end , such engine seating girders are to be carried as far as practicable and the ends effectively supported by web frames or transverse

    例3 :對尾機型船舶,此種機座縱桁應盡可能地向尾延伸,且其端部應由強肋骨或實肋板支持。
  3. Under beam girder

    梁下縱桁
  4. Until now, the domestic and overseas scholar has studied the factors that have effect on performance of steel fiber reinforced concrete corbel such as shear span to depth, strength of concrete, reinforcement ratio ( including longitudinal reinforcement and stirrup ) and ratio of horizontal to vertical load. for calculating the cracking load, and ultimate load domestic and foreign scholar has brought forward a series of calculative formulas and methods have been put forward that based on statistical analysis, flexural model and truss model

    到目前為止,國內外學者已研究了剪跨比、混凝土強度、配筋率(包括向鋼筋和箍筋) 、水平荷載與垂直荷載之比等因素對鋼筋鋼纖維混凝土牛腿受力性能的影響,對牛腿的抗裂計算和承載力的計算,國內外學者曾提出了基於數理統計分析、彎壓模型和架模型等的一系列計算方法和計算公式。
  5. In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile

    摘要為揭示厚承臺的傳力機理和破壞形式,通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究,指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中,承臺以彎曲強度進行配筋計算的設計方法之不足,揭示出厚承臺的破壞模式是沖切破壞,傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿,樁頂區域的筋作拉桿的空間架。
  6. A steel tubular trssed structure was vertically fixed to ensure the stability of the plane surface of the arched girder

    為保證鋼梁在變異拱處平面外的穩定,向設一通長管架。
  7. Using the analysis method, the calculating method and practical formula of transverse and longitudinal column effective length coefficient of staggered truss framing have been done systematically and completely at the first time

    本文採用解析法,首次全面系統地推導出錯列架體系橫向和向柱子計算長度系數的計算方法和實用計算公式。
  8. The paper carried out elastic response spectrum analysis on staggered truss frame system, input two strong ground motion records to carry out elastic and plastic time - history analysis. the paper compared the difference of aseismic property between 20 - storeyed composite truss and 20 - storeyed braced composite truss, and concluded that longitudinal brace can not only increase the rigidity but also reduce drift displacement of the first storey. in addition, the paper adopted displacement coefficiency in push - over method to obtain object displacement, and gave the failure modes of the two structures respectively

    本文對鋼結構交錯架體系進行了彈性反應譜分析、輸入了兩條強震記錄進行彈性以及彈塑性時程分析,對比了20層混合式和20層向帶支撐混合式在彈性階段及彈塑性階段的抗震性能區別,得出向帶支撐不但有利於增大向的剛度,還可以減小結構底層層間變形的結果;利用pushover的位移系數方法得出了結構的目標位移,並得出了兩種結構的破壞模式。
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