肋板 的英文怎麼說
中文拼音 [lèibǎn]
肋板
英文
bracket （or open, or skeleton） floor-
Based on the former overseas and domestic study on the sheeting diaphragms effect of fender structure, the " rib - diaphragm " shear model is applied to multi - story steel structure according to its character in this paper, and the result is satisfactory
本文結合國內外對鋼結構圍護結構蒙皮效應的研究，針對多層鋼結構側移的特點，將「肋-板」結構的抗剪單元應用在多層鋼結構的框架當中，取得了很好的效果。Abstract : experimental researches on normal section ultimate fle xural strength of prestressed reverse - rib - slab with excessive steel bar were m ade, and according to chinese norm ( gbj10 - 89 ) and american norm ( aci ) in which s train harmony analysis method was adopted, its ultimate strength was calculated, these make us further realizse the ultimate flexural strength of prestressed r everse - rib - slab with excessive steel bar
文摘:通過疊合結構中預應力超筋倒肋薄板正截面極限承載力的試驗研究，分別採用規范gbj10 - 89中的受彎構件、偏心受壓構件的計算公式及美國aci規范中的應變協調分析方法計算了極限承載力，從而更清楚地認識了配有高強鋼絲的超筋倒肋板的極限承載力計算問題。Translucent glass fibre reinforced ribbed polyester sheets. dimensional characteristics
屋頂和護板.塑料.玻璃纖維增強半透明聚酯加肋板.尺寸特性Dtu 22 - 1. building works. exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete. part 1 : technical specifications
Dtu 22 - 1 .建築工程.專門合同.外部覆蓋層為大型預制板或肋板或普通水泥預制板.第1部分:技術規范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。Reasons : firstly, sectional dimension is so little that torsional stiffness of single - beam is n ' t enough. secondly, protective layer thickness is too thin to protect concrete reinforced bar and reduce durability. lastly, each main beam is joined by cross girder and the more rigid of cross girder the more entirety of bridge
橋梁局部損壞較嚴重，主要原因是主梁截面尺寸過小、肋板過于薄弱，造成單梁抗扭剛度不足；保護層厚度不夠導致鋼筋外露引起銹蝕，降低了橋梁的耐久性；各主梁採用橫隔梁連接成整體，橫隔梁的剛度越大，橋梁的整體性越好，但調查結果顯示，實際情況中並不能達到理想的整體剛度。The numerical simulation of the flow in the three diverge pipe with crescent costal board and study on head loss
有加強肋板的三岔管水流數值模擬及水頭損失研究Glass fibre reinfroced corrugated or ribbed polyester sheets. static deflection tests under distributed load
玻璃纖維增強聚酯波形板或加肋板.分佈荷載靜力彎曲試驗Tank - end floor
液艙端肋板Dtu 22 - 1. building works. exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete. part 1 : technical specifications - part 2 : special clauses
Dtu 22 - 1 .建築工程.用大型實心或密肋板或普通水泥的預制板做成的外部覆面板.第1部分:技術規范.第2部分:特殊規定Because the intervals of two side girders are relatively large in the structure of the floor, it is not even and some and out of shape that its bridge of panels must be produced at the same time horizontally and crookedly and vertically except deforming wholly, level analyse can receive the satisfied result already at this moment, is it is it accord with floor structure real work state, girder of cable - stay bridge just to analyse with whole out of shape relevant non - linear space of function while being out of shape while being above - mentioned to consider only, but about this research rarely seen to report bridge worker is it understand their receive strength characteristic in an all - round way to need badly publicly
由於肋板結構中兩個邊主梁的間距較大，其橋面板除整體受力變形外必然同時產生橫向彎曲和縱向不均勻局部變形，此時平面分析已不能得到滿意的結果，只有考慮上述變形與整體變形相關作用的非線性空間分析才符合肋板結構主梁斜拉橋的實際工作狀況，但有關這方面的研究鮮見公開報道，橋梁工作者急需全面了解其受力特性。In the paper, the latticed shell of double - layer hyperbolic pyramid is vertically applied to the structure of cooling tower and reinforced concrete planks with ribs are put up around the latticed shell, in accordance with situation that the most latticed shells are applied to lateral roof and cooling tower is put up by the reinforced concrete structure, a kind of new construction that includes the lower reinforced concrete structure and the upper latticed shell structure is established
本論文把雙層雙曲線四角錐網殼結構豎向應用於冷卻塔的筒壁，在網殼的周圍掛鋼筋混凝土帶肋板。由於目前大多數網殼結構都水平應用於屋蓋或樓蓋結構和冷卻塔筒壁大多數採用鋼筋混凝土結構，本文的研究形成了一種上部網殼結構下部鋼筋混凝土結構的新型結構。Transversely stiffened plate
橫向加強肋板Incomplete elements ( such as holes, groove, boss club, rib, etc. ) shall not occur on the sectional views
剖視圖內不應出現不完整要素（如孔、槽、凸臺、肋板等結構不應一部分剖去，一部分保留） 。In addition, the sound radiation from fluid - loaded reinforced double cylindrical shells, periodically connected by slabs, is formulated
最後，本文還導出了由實肋板連接的加筋雙層殼在水下振動和聲輻射的理論公式。If you are happy with the remaining bulkhead they can now be fitted and glued into position with pva, together with the middle gun decck
如果你對各處肋板組裝滿意，現在就可以安裝並使用pva粘貼到位，包括中間火炮甲板。2 based on experimental results and finite elements analysis of new joint, the stress transfer mechanism of the new joint is analyzed. there are two stress transfer patterns about the new joint, one is for rectangular steel tubular column joint, its stress transfer pattern is that beam moment is transferred to column webs mainly by stiffeners, the other is for crft column joint, its stress transfer pattern is that part of beam moment is transferred from stiffeners to column webs, another part of beam moment is transferred to infilled concrete by column flange
（二）基於新型節點的試驗結果和有限元分析，研究了新型節點的傳力機理，其應力的傳遞路徑分為兩種：對于鋼管柱節點，梁端彎矩主要通過加勁肋板直接傳至柱腹板，對于鋼管混凝土柱節點，梁端彎矩一部分通過加勁肋傳給柱腹板，另一部分通過柱翼緣傳給鋼管內的混凝土。The genetic algorithm approach is used in this study to search for the optimal design values of pillar, deck stiffened panels, transverse web frames, flexible structures and side shell stiffened plates
在最佳化分析中採用基因演演算法以隨機搜尋方式尋找出汽車運送船上各層甲板中之支柱、加強肋板架、橫向肋骨、側板板架以及撓性結構的最佳化之設計尺寸。Dtu 22 - 1. building works. private contracts. exterior cladding using large prefabricated panels of the solid or ribbed slab type or ordinary concrete. part 2 : special clauses
Dtu 22 - 1 .建築工程.專門合同.外部覆蓋層為大型預制板或肋板或普通水泥預制板.第2部分:特別條款Based on the achievements done by others and the feature of superstructures, we establish the segment models under the different loads for the fem calculating of the deck and make it for the final conclusion that the distribution of the stresses in the deck of this main girder are uniform
本文結合已有的研究成果以及金馬大橋橋面系的結構特點，通過建立主梁的有限元節段模型，並分工況計算橋面板的正應力分佈情況。計算結果表明，肋板式斜拉橋主梁的橋面板正應力分佈是比較均勻的。分享友人