縱墻 的英文怎麼說

中文拼音 [zōng]
縱墻 英文
longitudinal wall
  • 縱 : 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...
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  1. I lost no time. chucked my coat up to the wall and was sitting astraddle before i knew where i was

    我爭分奪秒，把上衣往墻上一拋，一縱身就騎到墻上去了。
  2. The main components of the latter are multi - rib sandwich panels, including floor slabs and wall slabs. reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect. they play a role of linking and transferring loads, bearing a small part of loads at the same time

    無骨架體系的主要承重構件是密肋夾芯板（包括樓板和墻板） ，縱、橫墻相交處設鋼筋混凝土構造（連接）柱，墻板和樓板相交處設連系（圈）梁，連系梁和柱主要起連接和傳遞荷載作用，也承擔少部分荷載。
  3. You control a paddle that hits balls against the wall.

    你操縱開關使小球對著墻擊去。
  4. But this film brings them back ; the magnificence of imperial beijing, its rivers and magnificent buildings, like the forbidden city with its golden tiles and red walls ; hutongs, the traditional alleyways of old beijing, and the courtyard houses with their old pagoda trees and green bricks ; battlefields, warriors and war horses. the scenes and events of 850 years of history are now brought back to life

    這部電視片將帶領觀眾，走進河湖縱橫、檣櫓如織的水鄉北京；走進古城合圍、金瓦紅墻的紫禁城；走進古槐遮蔭、青磚灰瓦的衚衕四合院；走進金戈鐵馬、烽煙滾滾的古戰場… …去了解、探詢這座古城850年間發生的一個個難忘的故事。
  5. Cows graze beside some of the hundreds of miles of stone walls that crisscross inishmore

    牛兒在吃草，它們旁邊是縱橫交錯在英席陌長達上百英里的石墻。
  6. The cat jumped onto the wall.

    貓縱身跳上圍墻。
  7. The ten - thousand - flower labyrinth, one of the scenes in the garden of perfect splendour, has been reconstructed. it is a maze of winding paths between low walls in the eastern part of the garden

    位於園的東北部，由無數迥環曲折的矮墻組成，人行其間，縱橫阻隔，難于找到出口，所以也叫迷宮。
  8. ( 3 ) the beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall " s width

    節點區的寬梁箍筋對于凸出在墻外的寬樑上部縱筋的錨固具有比較重要的作用。
  9. Then, if your view ran along the bank, from east to west, from the tournelle to the tour de nesle, there was a long cordon of houses, with carved beams, stained - glass windows, each story projecting over that beneath it, an interminable zigzag of bourgeois gables, frequently interrupted by the mouth of a street, and from time to time also by the front or angle of a huge stone mansion, planted at its ease, with courts and gardens, wings and detached buildings, amid this populace of crowded and narrow houses, like a grand gentleman among a throng of rustics

    如果再縱目從東向西，從小塔向納勒塔遠望，只見長長一帶房舍，雕梁畫棟，彩色玻璃窗戶，層層疊疊，突出在石路上方；還可以看見一派市民房舍的山墻，曲曲折折，望也望不到盡頭，時常被一道街口所切斷，也不時被一幢石墻大樓的正面或側面所切割；大樓四平八穩，連同庭院和花園，廂房和主體，夾在那彼此緊挨著的狹窄民舍當中，猶如一個領主老爺夾在一大堆平民百姓中間。
  10. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  11. With one bound, he was over the wall

    他縱身一躍就跳過了墻。
  12. Villagers said the massive walls of water, which washed 2 kilometers inland, sounded like a jet fighter landing

    村民們說，海浪像一堵巨大的城墻，橫掃了2公里縱深的內陸，其吼聲如同即將著陸的噴氣飛機。
  13. 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，通過1 15的縮尺比，將一縱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，研究了墻板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。
  14. The seismic behavior of longitudinal middling - high r. c shear wall with frame column is discussed through model experimentations and finite element methods in this paper, after taking frame - shear wall structure of a main factory building of the large capacity power plant as experimentative prototype. the major work as follow : in order to appliance pseudo static test, the longitudinal middling - high r. c shear wall with frame column in the large capacity power plant ' s main factory building has been simulated to a model structure with 1 / 15 reduced - scale. the contents of study are process of cracking, course of damage, skeleton curve, rigidity degradation, ductility characteristic etc. that the seismic behavior of this kind of middling - high r. c shear wall is excellent has been proved by chubby hysteretic curve and fine capacity of energy dissipation

    本文以某大型火電廠主廠房縱向框架一剪力墻結構為原型，通過模型試驗和有限元分析，研究了縱向帶邊框柱中高剪力墻結構的抗震性能問題，主要內容有：選用1 15縮尺比把某大型火電廠主廠房縱向帶邊框柱剪力墻原型結構模擬為一個模型結構，並進行了偽靜力試驗，研究了這類縱向帶邊框柱中高剪力墻結構的開裂與破壞過程、骨架曲線、剛度退化、延性性能等問題，試驗滯回曲線飽滿，消能能力強，說明此類中高剪力墻的抗震性能較好。
  15. The major contents are as following : through a test of 1 / 15 - scaled model, the shear wall of a longitudinal frame - shear wall structure main factory building of the large power plant is modeled as testing model structure, and is tested by pseudo static test. this paper mainly investigates the loading behavior, failure proceeding, strength, rigidity, deformation, ductility and energy dissipation capacity of the model structure

    主要內容如下：採用1 15縮尺比，把某大型火電廠主廠房縱向框架?剪力墻原型結構中的剪力墻模擬為試驗模型結構，並對其進行偽靜力加載試驗，研究了此類結構的受力特點、開裂與破壞過程、承載力、剛度、變形、延性及耗能性能等問題。
  16. Analysis of prototype with frame - bent in the longitudinal direction and frame - shear wall in the transverse direction under the earthquake with peak acceleration 50gal. is conducted. the following subjects are concerned : the dynamic properties, the torsional effect on the structure, split lever influence on the distribution of the shear forces in the columns, the mechanic of the frame corporation with the bent

    在試驗研究的基礎上，對橫向框排架、縱向框架?剪力墻結構的整體廠房進行平扭耦聯的地震反應分析，研究了該類結構的動力特性、扭轉對整體結構受力的影響、層間變形及扭轉效應、框架與排架的內力分配、錯層對該層各柱剪力分配的影響、相應的簡化計算方法等相關內容供設計時參照。
  17. As for the improvement of ductility of masonry structure and the aseismatic performance of building, several factors were discussed, which consisted of the layout of building plane and building elevation, the building level number and height, the layout of vertical wall and cross wall, thus enhancing the intensity of mortar, ring beam, constructional column and the placement of horizontal reinforcing steel bar

    從建築平面和立面的布局、房屋的層數和高度、縱墻和橫墻的布置、提高砂漿強度、圈樑和構造柱以及水平鋼筋的放置等多個方面來進行探討，從而改善砌體結構延性，提高房屋的抗震性能。
  18. Abstract : aimming at the defects of the brick masonry norm, through test on masonry wall models, the monolithic spacial effect for longitudinal and lateral walls of brick masonry buildings is studied and suggestions of calculated formulas for seismic resistance design and analysis are proposed

    文摘:針對砌體規范中墻體抗震驗算中的不足之處，通過模型磚墻試驗，研究了帶翼緣墻在水平荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，並提出了在墻體抗震驗算中應當考慮縱橫墻共同作用的建議
  19. And it can be concluded that simulating cracks on cbcbb by finite element method ( fem ) is feasible and reasonable. finally, simplified experimental model was built and analyzed by ansys under day changing and year changing temperature field. the typical cracks on top floor ' s walls were achieved, so the simulation method is reliable

    最後建立了砌塊建築簡化的整體有限元模型，並對其進行了日變化、年變化溫度場下的裂縫模擬分析，真實、可靠地模擬出了砌塊建築頂層及次頂層的裂縫情況，包括南、北縱墻窗角斜裂縫和東、西山墻與內縱墻結合處裂縫以及端開間內縱、橫墻斜裂縫等。
  20. Since the common loads had little effects to the relative displacement of top floor in cshbb, so it was unnecessary to considering them in normal use ultimate state. thermal effects had no influence to the resist compression bearing capacity and resist shear bearing capacity, but had great

    溫度作用對砌體結構的抗壓和抗剪承載能力沒有影響，但對砌體結構的頂層山墻和外縱墻的彎曲抗拉承載能力起控製作用，需要考慮溫度作用和荷載的組合問題。
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