縱通板 的英文怎麼說

中文拼音 [zōngtōngbǎn]
縱通板 英文
continuous plate
  • : 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...
  • : 通量詞(用於動作)
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  1. These structures were usually skewed with the diaphragms placed perpendicular to the longitudinal girders.

    這些結構常是斜交的,而橫隔則垂直於梁布置。
  2. This ship is built of steel, double propellers, double rudders, raked stem, transom stern, two longitudinally continuous decks and four - storey deckhouse with the engineroom located in midship, driven by diesel engines

    本船原為鋼質雙槳雙舵,傾斜首柱方尾,有兩層和四層甲室,機艙位於中部的柴油機客貨船。
  3. The basic strategy behind all these ideas is the break the problem down into small, manageable chunks by learning your fretboard vertically and horizontally

    該方法的基本思想是,向和橫向地學習指,把問題分解為更小的、易對付的問題。
  4. Modeling the general solid web continuous box girder and opening - in - web ( open web ) continuous box girder by ansys finite element modeling tool, node stress of governing section and corresponding shear lag values are analyzed. the solution is validated by comparing with variational results and modeling test values. based on the model, the section shear lag induced by dead load, prestress tendons and car loads under the most unfavorable condition and lateral symmetry are also approached. the influence of shear lag effect in double - level continuous box girder is considered with opening - in - web and the web location. the analysis indicates that double - level - load arouses less shear lag effect than one - level - load. when self - weight and prestressed tendons act on together, the shear lag effect on box girder take on a evidently change

    基於所建立的有限元模型,本文分別對實腹和腹開孔兩種箱梁在恆載、車載、預應力荷載作用時,各主要截面的剪力滯效應進行分析,過施加向最不利的和橫向對稱的車輛荷載,研究實腹連續箱梁和空腹連續箱梁在承受雙層荷載和單層荷載時引起的剪力滯效應,並考慮腹開孔及開孔位置對于連續箱梁剪力滯效應的影響。分析表明,雙層車載對于箱梁引起的剪力滯系數比單層車載的影響要小,對于箱梁中存在引起的剪力滯后現象有一定的改善作用。
  5. Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints. in this paper, six specimens on end - plate composite beam - to - column joints and two specimens on end - plate composite beam - to - column joints were designed to subject to static load. the factors of m - characteristics about semi - rigid composite joints, including bolts, profiled steel sheeting, beam, column, stiffen rib and reinforcement, are studied

    本文設計了6個端型鋼-混凝土組合樑柱節點與2個端型純鋼樑柱節點,過對這些試件的靜力荷載試驗,重點研究了端型鋼-混凝土組合節點的彎矩-轉角性能的影響因素,包括高強螺栓、壓型鋼、型鋼梁、型鋼柱、加勁肋,以及混凝土向鋼筋配筋率等。
  6. This ferry has a raked forecastle, single deck and double bottom. six meter long x five meter wide steel ramps one each are arranged on bow and stern for cars roll - on roll - off longitudinally

    本船具有前傾艏樓單層甲雙底,在艏艉部均設有6米長5米寬的鋼質跳,作為汽車上落道,汽車可以首尾向上落碼頭。
  7. The series of soft and composite floor board is centred on the yujitong brand, some new products, such as flexible anti - static floor board 、 inflaming retard - ing floor board 、 heating and heat ? conducting floor board, are produced. a thousand journey is walked, bon voyage

    以宙際牌軟、硬復合系列地為中心,向推出軟抗靜電地、夜明地、阻燃地、彩暖導熱地等新產品,足行千里路,踏著他祝您一路平安。
  8. According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory

    因此,為了探討這類剪力墻結構的抗震性能,本文以我國現行《建築抗震設計規范》 ( gb50011 - 2001 )的要求為基礎,過1 15的縮尺比,將一向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗,研究了墻與邊框柱的共同工作性能,分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理,並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能,得出了一些有益的設計理念和方法。
  9. To raise the critical stress of the web, we always lay some transverse stiffeners on the web, and also lay some longitudinal stiffeners sometime

    為了提高腹的臨界應力,常都設有腹橫向加勁肋,有時還在梁中段加設向加勁肋。
  10. Abstract : fatigue cracks in ship hull structures are most likely to occur in the highly stressed structural details. the conventional fatigue analysis is largely dependent on the determination of stress concentration factors ( scfs ) at the locations considered. this paper is concerned with the stress concentration of cutout in transverse web for longitudinal stiffener. a series of finite element models is carried out for the stress analysis of predefined structural details. the tabulated scfs of typical cutouts ( abs tanker rules ) in transverse web for longitudinal stiffeners are presented based on the finite element analysis ( fea ) results

    文摘:疲勞裂紋往往發生在船舶結構的局部高應力區,而疲勞分析結果常取決于任何準確確定結構的應力集中系數.本文研究為鋪設骨而在艙壁上開孔的應力集中,採用有限元方法對預先給定的結構進行應力分析,基於有限元計算結果給出了艙壁典型開孔(參見abs油船規范)的應力集中系數表
  11. For this purpose, a simple method was proposed to simulate the progressive collapse behavior of a ship ' s hull girder subjected to longitudinal bending. in this method the cross section of hull girder is divided into small elements composed of a stififener and attached plating

    傳統上,船體總強度是過比較許用應力和在名義垂向波浪彎矩作用下甲或船底上距中和軸最遠點的彈性應力來進行評估的。
  12. A high degree of continuity can be achieved just providingthe slab with rebar running along the column. furthermore, stiffness and ultimate resistancecan be controlled in a rather simple way by a suitable selection of steel connection detailingand amount of reinforcement

    這種組合節點可以過混凝土內的向鋼筋實現組合梁在不同跨之間的連續性,而且過選擇合適的型鋼樑柱連接方式和向鋼筋數量,可以有效地控制節點的剛度與承載能力。
  13. The study on the behavior of semi - rigid joints in steel - concrete composite frames gets widely attention recently. a high degree of continuity can be achieved at a very low cost just providing the slab with rebar running along the column. furthermore, stiffness and ultimate resistance can be controlled in a rather simple way by a suitable selection of steel connection detailing and amount of reinforcement

    鋼-混凝土組合框架中半剛性組合節點性能的研究近來引起了廣泛的關注,這種節點形式花很低的成本就可以過混凝土內的向鋼筋實現組合梁在不同跨之間的連續性,而且過選擇合適的型鋼樑柱連接方式和向鋼筋數量,可以有效地控制節點的剛度與承載能力。
  14. The main performances of band drain include flow capacity, tensile strength, longitudinal and transverse tensile strength of filter fabric, longitudinal and transverse tear strength, water permeability and effective opening size etc

    反映排水性能的主要指標包括:水量,抗拉強度,濾膜橫向抗拉強度,橫向抗撕裂強度,滲透性和有效孔徑等。
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