邊拱 的英文怎麼說

中文拼音 [biāngǒng]
邊拱 英文
edge arch
  • 邊 : 邊Ⅰ名詞1 （幾何圖形上夾成角的直線或圍成多邊形的線段） side; section 2 （邊緣） edge; margin; oute...
  • 拱 : Ⅰ動詞1 （兩手相合 臂的前部上舉） cup one hand in the other before the chest 2 （環繞） encircle; ...
  1. Abstract : the mechanical analysis for arch bridge with flat hinge joints is a mechanical problem with non - linear boundary. mechanical analysis of methods at present is not clear, which can not calculate the arch bridge with changeable section and section with complicate shape. in this paper, the new method used to get the section resistance coefficient k is presented, the iterative procedure is established to calculate the internal forces of arch bridge with flat hinge joints, and the computational example is given. the method can apply to the arch bridge with any numbers of flat hinge joints and any shape section

    文摘:平鉸拱橋結構的受力分析屬于邊界非線性力學問題，目前的一些方法受力分析不太明確，對變截面、復雜形狀截面等平鉸拱橋無法進行計算.針對這種情況，提出了確定平鉸截面抗力系數k的新方法，建立了計算平鉸拱橋內力的迭代演算法，並進行了實例計算，研究結果表明，這一方法對具有任意個平鉸、任意形狀截面的拱橋結構是適用的
  2. Or again, note the meanderings of some purling rill as it babbles on its way, fanned by gentlest zephyrs tho quarrelling with the stony obstacles, to the tumbling waters of neptune s blue domain, mid mossy banks, played on by the glorious sunlight or neath the shadows cast o er its pensive bosom by the overarching leafage of the giants of the forest. what about that, simon ? he asked over the fringe of his newspaper

    「再則，請注意那打著漩渦蜿蜒曲折地嘩嘩淌去的淚淚溪流與攔住去路的巖石搏鬥，在習習西風輕拂下，沖向海神所支配的波濤洶涌的蔚藍領國;沿途，水面上蕩漾著燦爛的陽光，兩邊的堤岸爬滿青苔，森林中的巨樹那架成拱形的繁葉48 ，將蔭影投射于溪流那憂郁多思的胸脯上。
  3. It indicated the integrated characteristic and general regularity of part block. the instability ways of block were fall at vault and single or double side glide at nance and sidewall

    塊體可能的失穩方式主要為拱頂直接掉落、拱腰和邊墻部位出現單滑面或雙滑面滑動塊體。
  4. Three - dimensional finite element analysis of spandrel groove high slope stability of xiluodu hydropower station in jinsha river, china

    溪洛渡水電站拱肩槽高邊坡穩定性的三維有限元分析
  5. Tossed to fat lips his chalice, drankoff his tiny chalice, sucking the last fat violet syrupy drops. he spellbound eyes went after her gliding head as it went down the bar by mirrors, gilded arch for ginger ale, hock and claret glasses shimmering, a spiky shell, where it concerted, mirrored, bronze with sunnier bronze. yes, bronze from anearby

    當她的頭從酒吧間里那鍍了金字的拱形鏡子旁邊閃過時，他那雙著了迷的眼睛緊緊追隨著她鏡中可以望到的盛著姜麥酒白葡萄酒和紅葡萄酒的玻璃杯，以及一隻又尖又長的海螺閃了過去，褐發女侍和更加明亮的褐發女侍一時交相輝映。
  6. ( 2 ) according to the forming model of the deep pull cracks, they can be divided into three classes pulled cracks -, pressed cracks and sheared cracks. ( 3 ) based on the two - dimensional and three - dimensional finite element methods. the following results can be affirmed : in the slope excavating process, the base surface will rebound in the direction of the excavating surface ' s excerior normal. the maximal displacements of the left and right bank are + 3. 6cm and + 2. 4cm ; the arch abutment will rebound in the direction of the river valley, the maximal displacements of the two bank are + 3. 5cm and + 2. 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction. the maximal displacements are + 2. 1cm and + 1. 7cm. ( 4 ) the natural slope is stable

    （ 3 ）通過二維及三維有限元分析得知，左右岸拱肩槽邊坡在開挖過程中，開挖底面主要表現為朝開挖面外法線方向發生回彈，左右岸最大位移量分別為+ 3 . 6cm 、 + 2 . 4cm ；拱端面主要表現為向河谷方向發生側向回彈，左右岸最大位移量分別為+ 3 . 5cm 、 + 2 . 2cm ；上下游坡面主要表現為向臨空方向的回彈，左右岸最大位移量分別為+ 2 . 1cm 、 + 1 . 7cm ；開挖使巖體產生由卸荷回彈導致的傾倒拉裂現象。
  7. Tensile stress field would appear in the proximity of arched vault after excavation, slacking of surrounding rock and subsequent dropping of blocks of rock from such area would possibly occur at any time in the context of extra - shallow depth. so i - steel arched support must be erected to provide against possible block dropping and be integrated into a ring with that of pilot tunnels on both sides

    拱頂在核心土開挖后，在一定范圍內出現拉應力區，在超淺埋情況下極容易掉塊和發生圍巖松馳，因此核心土必須邊開挖邊架設工字鋼拱架，使之與左右導洞拱頂工字鋼形成整體。
  8. Sanben new wh06 is desigeng to provide forming capabilities for complex parts. thismachine is truly a univertsal hang brake which allows for the remcvl of both upper and lower segments of fingers. complex parts, such as, traverse duct and down flanged parts as well as architecuralb shet me tal and signag applications, can easily be formed using this machine. the wh06is built with the same high - quality features and strandards that sanben brakes are recognized for throughout the indu stry

    手動折邊機一款專為復雜折邊要求而設計的機型。廣泛用於上下邊可變的加工場合，特別適用於拱形，金屬架風管及薄板箱體的折邊， wh06因其高品質和廣泛的適用性而被用戶接受，特殊要求可與我公司面談。
  9. Jalways remember the tow tall fit trees bu the arch bridge in our campus and wonder if the first leaf of chinese parasol falls down to my head, my shoulder, my hands and my heart

    總是惦記著校園雙拱橋邊那兩棵高高的無花果樹，總是擔心那秋日的第一葉梧桐會落在我的頭上、肩上、手上和心上。
  10. A roofed passageway or lane, especially one with shops on either side

    有拱廊的街道有屋頂的通道或小巷，尤指兩邊有商店時
  11. All the results can be utilized by engineers, during the designing and construction. the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation, classification of weak interbed distribution is set up, and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle, influence zone of weak interbed is introduced, and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown, right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0. 2d, 0. 5d, l. od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0. 38, 1. 0, 1. 5, 2. 0, 3. 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed, in the representational surrounding rock mass graded ii, iii, iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering

    主要結論如下： （ 1 ）以軟弱夾層到開挖輪廓線最短距離和最短距離線與開挖輪廓線的交點位置為指標對軟弱夾層的分佈部進行了分類，並確定了軟弱夾層分佈距離； （ 2 ）根據強度等效和變形等效的原則，引入了軟弱夾層影響帶的概念，建立了模擬軟弱夾層厚度的一種新方法； （ 3 ）總結出了軟弱夾層分佈在拱頂、右拱肩、右邊墻時對地下洞室穩定性影響的量化指標； （ 4 ）分析出了軟弱夾層距開挖輪廓線0 . 2d 、 0 . 5d 、 1 . 0d三種情況對地下洞室穩定性影響的量化指標； （ 5 ）總結出了在不同的側壓力系數（ 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 ）地應力場中軟弱夾層對穩定性影響的量化指標； （ 6 ）得出了在、 、代表性圍巖中軟弱夾層對穩定性影響量化結果； （ 7 ）根據數值試驗成果提出了在有軟弱夾層圍巖中地下洞室設計原則的幾點新內容。
  12. Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station. and the engineering geological conditions of rock mass are carefully studied in the paper. the modified csmr are adopted to perform the classification of the slope rock mass, the results of which are combined with the macroscopic stability of the high slope. on the basis of these, the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope

    本文在闡明錦屏一級水電站壩區巖體的形成和演化特徵的基礎上，詳細研究了拱肩槽高邊坡巖體的結構特徵及岸坡巖體淺表生改造特徵，建立了岸坡巖體淺表生改造與岸坡演化模式，分析研究了巖體的物理力學性質，採用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究，在此上基礎之上，採用地質分析判斷和有限元分析等方法，對高邊坡整體穩定性進行了系統分析、計算與評價；應用塊體理論對高邊坡的局部穩定性進行了分析計算，確定局部不穩定塊體的規模、出露范圍，從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。
  13. In the excavating process of the left bank, such methods as concrete embolism, consolidation grouting > cable strengthening and bailing shoud be used when the fault f5 is round. on the right bank, the system anchorage and bailing methods shoud be used. it is surgested that the prestressed cable shoud be used to deal with the deterministic blocks. and the prestressed anchor to the undeterministic blocks

    左岸拱肩槽邊坡在開挖施工至斷層f5附近時，要使用混凝土栓塞、固結灌漿、錨索加固及排水等措施以防止巖體失穩。右岸拱肩槽邊坡開挖過程中要採取系統錨固及排水防滲等措施，以防止個別潛在不穩定的邊坡失穩。
  14. The principal stress value arised alteration, the magnitude of stress closed to 25 ~ 32mpa, its influence scope was within the scope outside of tunnel opening 10 ~ 15 meter, maximum tense focused at vault and middle of floor about half meter. shearing stress focused at corner of vault and wall, always been sheared

    主應力量值也發生了較大改變，壓應力可達25 32mpa ，其影響范圍在隧道邊墻外10 15m ；拉應力集中在拱頂和底板中部約0 . 5m范圍內，最大可達10mpa ；在拱腰和墻腳常為剪應力集中區，易發生塑性剪切破壞。
  15. In consideration of the soil arch effect between anti - slide piles, a calculation formula for the anti - slide pile spacing was developed, taking the following factors as the controlling conditions - the static equilibrium equation of the frictional resistance and adhesive force between the side of piles and slope soil, which sustains the thrusting force of the landside, and the strength conditions at the medial cross - section and two end sections of soil arch

    摘要考慮抗滑樁樁間土拱效應，以樁側與邊坡土體間的摩阻力及黏著力承擔滑坡推力的靜力平衡條件和土拱跨中與拱腳處截面的強度條件共同控制，建立了抗樁間距的計算公式。
  16. When night hides her body s flaws calling under her brown shawl from an archway where dogs have mired. her fancyman is treating two royal dublins in o loughlin s of blackpitts

    當夜幕遮住她肉體的缺陷時，她就披著褐色肩巾，走邊被狗屎弄臟了的拱道，一路吆喚著。
  17. A wooden frame built especially to support the sides of an arch until the keystone is positioned

    支拱板條專門用來在拱頂石放置好以前支撐拱的兩邊木架子
  18. Bridge roadways, edge girders and arches must be blasted so that they are broken at vital points.

    橋上路面，邊緣橫梁和橋拱，都必須加以爆破，以保證在重要部位上的破碎。
  19. At kangpai, while all resources are converged in surge and the gigantic bridge arch hanged like the rainbow, the substance side is linked with the spirit side finally

    在康派，當所有的資源滾滾匯合，巨大的橋拱如虹垂落，最終把物質的一邊和精神的一邊聯接起來。
  20. Translate the following sentence into chinese, ‘ the 100 - foot - long seaside arch collapsed in 2005, under pressure from the pounding surf that formed it

    在2005年， 100英尺長的海邊拱門在使之形成的拍岸浪的重擊下坍塌了。
分享友人
分享到 Line

分享到臉書