斜面墻 的英文怎麼說
中文拼音 [xiémiàn]
斜面墻
英文
battering wall-
It had, indeed, a very cheery aspect ; the walls being overspread with a kind of stucco, in which fragments of broken glass were intermixed ; so that, when the sunshine fell aslant - wise over the front of the edifice, it glittered and sparkled as if diamonds had been flung against it by the double handful
確實，住宅呈現著一派欣然景象：墻面除著一層拉毛灰泥，由於裏面摻和著大量的碎玻璃碴，當陽光斜照到大廈的前臉時，便會閃著熔目的光芒，好像有一雙手在向它拋撤著鉆石。At the end of the corridor was the dressing room belonging to clarisse and simonne. it was a long, ill - built room under the roof with a garret ceiling and sloping walls
克拉利瑟和西蒙娜的化妝室在走廊的一端，這間屋子狹長，造得很粗糙，在屋頂下面，墻角傾斜，墻上有裂縫。The gabled brick, tile, and freestone houses had almost dried off for the season their integument of lichen, the streams in the meadows were low, and in the sloping high street, from the west gateway to the medieval cross, and from the medieval cross to the bridge, that leisurely dusting and sweeping was in progress which usually ushers in an old - fashioned market - day
那些帶有用磚砌的山墻和蓋有屋瓦的石頭房子，外面的一層苔蘚已經因為乾燥的季節差不多曬干脫落了草場上溝渠里的水變淺了，在那條斜坡大街上，從西大門到中古十字路，從中古十字路到大橋，有人正在不慌不忙地清掃大街，通常這都是為了迎接舊式的集市日子。Re - alignment of existing carriageways and construction of new at - grade carriageways for the road junction ; and associated drainage, retaining wall and slope works
為有關路口的現有行車道重新定線，並興建新的地面行車道及進行相關的渠務斜坡及護土墻工程。Based on tests of nine 1 / 2 - scaled model slabs under vertical loads, the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads. 2. based on aseismic tests, the paper put forward a model of concrete frame, silica brick and a combination of the two, proposed that the silica brick works as a 45 compression bar, analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
通過對墻板模型的抗震性能試驗研究，建立了由鋼筋混凝土框格、砌塊以及兩者協同作用三個部分組成的承載力極限狀態下的理論簡化計算模型；提出了墻板中填充塊等效斜壓桿寬度按45度計算的統一量化標準；分析了影響墻板承載力的主要影響因素，給出了表達墻板框格層數和跨數不同的斜截面承載力實用設計計算公式。For meeting the related nantional standards and avoiding demolishment of the building, the underpinning and strengthening methods are used, with which the loads of center column are underpined by the diagonal steel strut and the cross - sectional areas of side pillar are strengthened, both ends of shear wall are chiseled in turn and then concrete is poured again
通過採用斜向鋼支撐荷載轉移法實現對中柱的托換，採用剪力墻兩端分批鑿除后再澆搗實現對剪力墻的托換，採用增加截面法對邊柱進行加固，使建築物經托換和加固后能滿足國家有關規范的要求。It was bright and commodious, with a bevelled mirror set in the wall at one end and incandescent lights arranged in three places
浴室里又亮又寬敞，一頭的墻上嵌著一面斜邊鏡子，有三個地方裝著白熾燈。Through improvement of construction technology of chamfer of zaohe river third - line lock ' s chamber wall, the inclined surface concrete quality has been well controlled
通過對皂河三線船閘閘室墻倒角施工工藝的改進，斜面砼表面質量得到了較好的控制。The sun was setting, and the slanting rays lighted up the room through the open window, and threw a glow on part of the morocco cushion at which princess marya was looking
太陽照到對面的墻上，夕陽的斜暉射進敞開的窗戶，照亮了房間和她眼前的羊皮靠枕的一角。An upper section, often with a sloping floor, projecting from the rear or side walls of a theater or an auditorium to provide additional seating
邊座，樓座劇院或大禮堂中為了增加座席，而從後面或側墻突出的具有傾斜地板的上面部分It's a wall with slight lean.
這是一面稍微有點傾斜的墻。The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project
工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。Based on the hypothesis that the rear side of retaining wall is pitching and coarse, and the filling surface is gradient, taking viscous filling as the object of study and using the static balance method, a study has been conducted on the earth pressure on the rear side of retaining wall under the sliding wedge ' s limiting equilibrium condition, and generated a general form for active earth pressure and passive earth pressure
摘要基於擋土墻墻背俯斜、粗糙且填土表面傾斜的情況，以粘性填土為研究對象，用靜力平衡方法研究了擋土墻后滑動土楔體達到極限平衡狀態時作用於墻背的土壓力，提出了主動土壓力和被動土壓力的一般形式。A structure with a single - pitch roof that is attached to the side of a building as a wing or an extension
搭連主墻有一斜屋頂的構造，邊接在建築物側面作為側廳或延伸物With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure
通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。The led neon tubes are mounted on a stainless steel back frame which also holds up eight pieces of white - tinted glass in front. the system is tilted at ten degrees so that the reflection of the sky can be registered on the glass panels
整塊墻壁是故意向後傾斜約十度，好讓天空的影像能夠反映在前面的玻璃之上，使之化成一幅可因應天氣而變色的數碼天空。It has been widely used in windows and doors, the glass curtain wall, incline daylight ceiling and so on all commercial and civil construction, such as in - door swimming pool, skating - rink and other place requires comfortable temperature, condensation control, uv and solar heat shielding, it can also be used as glass doors for such as high - end refrigeration show cabinet, freezing and cold storage equipment for medical
廣泛應用於建築門窗、玻璃幕墻、斜面採光部位等一切商用及民用建築，如游泳館、室內滑冰場，或對溫度控制及防止結露、節能環保有很高要求的地方，如高級超市陳列櫃、醫療用冷凍冷藏設備。7 ) based on the formulas of oblique section bearing capacity and normal section bearing capacity, the paper set rules to determine the failure mode of the wall and gave several main factors
7 ）根據墻體斜截面抗剪極限承載力公式和正截面極限承載力公式，給出了墻體最終發生彎、剪破壞模式的判定，並提出了影響墻體最終破壞模式的主要因素。However, there is still a lot to be advanced. the paper, based on test and other available material, mainly studied on mechanical property and oblique section bearing capacity of the composite slab. 1
本文是在對試驗和已有資料進行分析的基礎上，就密肋復合墻板的受力性能及斜截面承載能力實用設計方法進行了研究，完成了如下工作： 1The system is tilted at ten degrees so that the reflection of the sky can be registered on the glass panels. conceptually, the wall becomes a digital sky that changes colour according to temperature
整塊墻壁是故意向後傾斜約十度，好讓天空的影像能夠反映在前面的玻璃之上，使之化成一幅可因應天氣而變色的數碼天空。分享友人