橫梁式 的英文怎麼說
中文拼音 [héngliángshì]
橫梁式
英文
trabeated style-
Arcuated built - up system bridges are one of bridge structural styles, which are used extensively at present. on one hand, because of complexity and diversity of this kind of structure, current engineering experiences have not satisfied design requirements no longer. on the other hand, towards this kind of structural system traditional methods simplify complicated structures into planar structures, these methods neglect apparently spatial action among members, especially those primary bearing load members along lateral direction of bridges
拱式組合體系橋梁是目前廣泛採用的一種橋梁結構形式，一方面由於拱式組合體系橋梁結構的復雜性和多樣性，現有的工程經驗已不能滿足設計需求；另一方面對于這種結構體系過去的傳統做法是將復雜結構簡化成平面結構，這種做法顯然忽略了構件之間的空間作用，尤其是沿橋橫向存在主要承力構件。High - pressure vane motor with crossbeam puch rod for ship
船用高壓橫梁頂桿式葉片馬達A volume speed controlling system is selected on the fluid drive system of sugarcane mill, which consists of cam type axial piston variable pump and ram marathon fixed motor. an individual hydraulic system is adopted by the up - axis of the mill
甘蔗壓榨機液壓驅動系統採用斜盤式軸向柱塞變量泵與橫梁傳力內曲線馬拉松式定量液壓馬達組成容積調速閉式系統。When choose heavy weight rack of position type, type size of salver ( material box ), the weight of goods position and layers shall be considered to determine proper column, beam, forklift or storage truck, which will affect the storage density
在選用重量型貨位式貨架時，需考慮托盤（或料箱）的尺寸、貨位重量以及疊放的層數，以決定適當的立柱及橫梁，叉車或堆垛機的選型將直接影響貨物的儲存密度。When choose heavy weight rack of position type, the size of salver ( material box ), the weight of goods position and layers shall be considered to determine proper column, beam, forklift or storage truck, which will affect the storage density
在選用重量型貨位式貨架時，需考慮托盤（或料箱）的尺寸、貨位重量以及疊放的的層數，以決定適當的立柱及橫梁，叉車或堆垛機的選型將直接影響貨物的儲存密度。2 ) the structure elements should be laid out symmetrically and uniformly when designing steeve - arch structure, what ' s more, the reasonable selection of section geometric size near the arch foots of first beams is paid attention to and the arrangement difficulties of steel bar due to the big eccentric pressures 2, the analyses of anti - seismic features on transverse direction of the aqueduct l ) the method of adjusting the elements " mass can be harnessed in order to even the layout of seismic loads
2 ）設計吊桿式拱架支承結構時，各部分構件應當均勻對稱布置。另外，還應注意頭道梁拱腳附近截面的尺寸擬定，克服地震內力造成的大偏心受壓狀態給結構配筋設計增加的困難。 2 、橫槽向抗震性能分析1 ）可利用調整構件質量的方法，使得結構的某些構件的地震荷載分佈均勻一些。Based upon virtual displacement method and the updated - lagrangian approach, stiffness matrices for two - dimensional elastic - plastic beam model in large displacement were proposed, in the derivation of which transverse stress was included because it was believed that part of the 2nd order effects of various stresses, which are in equilibrium with each other and with the external loads, will counteract each other and neglecting either part would possibly lead to incorrect results
利用虛位移原理和更新的拉格朗日方法，導出了大位移彈塑性梁單元剛度矩陣的顯式表達式，在剛度矩陣推導中引入了截面內非線性剪應力和橫向應力的影響，剛度矩陣通過了剛體檢驗。之所以要引入橫向應力的影響，是因為本文認為，保持平衡所需的所有應力，它們各自的二階效應會相互抵消，因此忽略其中的任何一項都可能導致不正確的結果。According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
根據平面剛架穩定性能量法特徵值方程（通式） ，考慮弧形鋼閘門主框架柱的柱端約束的特殊情況，求出撓曲線函數（試解函數）通解，得到弧形鋼閘門主框架柱穩定性計算長度系數方程。其中弧門主框架主橫梁式形框架的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。In the hogging condition, double bottom and the side shell remain the ultimate bucking strength, deck and upperwing tank remain the yield stress, and the other parts keep elasticity. then the key to calculate the ultimate strength of ship hull girders is to ascertain the ultimate bucking strength of the stiffened panels. in this regard, the developed formulation is designed to be more sophisticated than previous simplified theoretical method for calculating the ultimate strength of stiffened panels under combined in - plane bending and lateral pressure. fabricatio n - related initial imperfections ( initial deflections and residual stresses ) are included in the panel ultimate strength calculation as parameters of influence. all possible collapse modes involed in collapse of stiffened panels, including overall buckling collapse, column or beam - column type collapse, tripping of stiffeners and local bukling of stiffened web are considered
確定了船體梁整體破壞時的剖面應力分佈之後，關鍵在於確定板架的極限屈曲強度。本文充分考慮了在縱向彎曲、橫向壓力作用下加筋板可能發生的幾種破壞模式，即板架的整體屈曲破壞、樑柱形式的破壞、筋的側傾、腹板的屈曲並同時考慮了初始焊接殘余應力、初撓度的影響，使其更精確的計算加筋板的屈曲強度。對于加筋板中加強筋腹板的局部屈曲，採用解析法推導出筋的腹板的撓度方程及其邊界條件，求解相應的方程，從而計算出腹板的局部屈曲應力。The 500 - tonne units were floated out on a barge, lifted into position and the cable stays connected. this bridge and the viaduct were built by the kumagai - maeda - yokogawa - hitachi joint venture under a hk $ 1. 643 billion contract. the joint venture comprises kumagai gumi ( hong kong ) ltd. and three japanese firms, maeda corporation, yokogawa bridge corporation and hitachi zosen corporation
43億元，由熊谷前田橫河日立合營企業建造，該集團成員包括熊谷組（香港）有限公司和三間日本公司，分別是前田建設工業株式會社、橫河橋梁株式會社和日立造船株式會社。We are constantly comming ourselves to research and develop new products from established our products cover all types of storage equipments and the relevant equipment ( pallet, care, steel container, rollor conveyeer )
公司自建立以來一直致力於物流設備的生產、研發，產品覆蓋輕型、中型貨架、流利式貨架、重型橫梁式貨架、駛入式貨架、后推式貨架、閣樓式貨架及周邊設備（物流容器、托盤、推車、料箱、輸送輥道等） 。It is 19. 5 meters high and 15. 6 meters around at the base. built entirely of wood, the vault is supported by eight pillars. the roof has no beams but only a great number of brackets entwined within each other
它高19 . 5米，底部直徑15 . 6米，全木結構，殿頂由8根立柱支撐，頂無橫梁，由眾多斗拱上疊，天花板層層收縮，構成美麗的穹窿式藻井。En 1870 - 2 safety of woodworking machines - circular sawing machines - part 2 : horizontal beam panel saws and vertical panels saws
木材加工機械的安全性.圓鋸，第2部分:臥式橫梁板鋸和立式板鋸With a clear head, robinson would surely have taken the safe option to push bernd schneider ' s cross over his own bar when the germany captain launched the ball to an unguarded near post from the right touchline
聰明的話，當德國隊長從右側邊線將球傳向沒有防備的近門柱時，羅賓遜應該選擇將貝恩德.施奈德的橫傳球托出橫梁這種安全的方式A calculation method for transverse load distribution of skew bridge with parallel beams
多梁式斜梁橋荷載橫向分佈計算的方法She stared around herself with pleasure at exposed ceiling beams, gleaming copper brass pots, an oak island, a built - in oven and microwave with surface stove top
她興致勃勃地環顧四周，看著那些全暴露的天花板橫梁，若隱若現的黃銅鍋，一個橡木灶臺，一個卡式爐和一個平面爐頂式微波爐。In allusion to section modality and transverse joint of common span bridges, we choose two kinds of calculating theories in transverse distributing calculate process : the theory of rigidity crossbeam and the theory of hinged girder and slab. making the use of the theory of optimized design, i constitute mathematics model and choose appropriate calculated method. and find the form and detail dimension of section when beams of the bridge satisfy bending moment ^ shearing force and torsional moment
在用橫向分佈理論計算單梁扭矩過程中，針對現有常用跨徑橋梁的截面形式和橫向連接狀況，選取了兩種計算理論：剛性橫梁法和鉸接梁（板）法，利用結構優化設計原理，建立主梁承載力的數學模型，選擇合適的優化計算方法，得出在滿足彎剪扭承載力要求時主梁的細部尺寸。On the base of the link ways of each member joint, the dissertation also puts forth a method to simplify the crossbeam bracing structure into spatial truss ， spatial stiff frame and spatial combined structure
橫梁支撐體系根據各桿件結點的連接方式，多簡化為空間桁架、空間剛架或空間組合結構。Four sides supporting structure. after draw molded, spot welded, high quality armor plate with hollow lumen is sticked hpl melamine anti - static paster or pvc anti - static paster on the surface and enchased conductive embeder. the whole body is galvanized. the raised pedestal can lock itself and be adjusted
四邊支承式結構，採用優質鋼板經拉深成型點焊噴塑，內腔空心，表面粘貼hpl三聚氰胺防靜電貼面或pvc防靜電貼面，四周鑲嵌導電嵌條，支座橫梁整體鍍鋅，支座高度可調並能自鎖。The construction comprises three halls separated by two courtyards. the roof ridge is decorated with shiwan ceramic figurines, while the beams are decorated with animals and auspicious motifs
宗祠是三進兩院式的建築，橫梁刻有各種動物和吉祥圖案，屋脊飾有石灣彩瓷。分享友人