拱寬 的英文怎麼說

中文拼音 [gǒngkuān]
拱寬 英文
arch span
  • : 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. Externally, the broad, smooth surfaces of stuccoed walls and the great unconcealed masses of vaults and domes pile up impressively

    外表上,闊的,平滑的粉刷墻表面和巨大的,公開的各個頂和圓屋頂堆積了令人難忘的回憶。
  2. She pointed to a wide arch corresponding to the window, and hung like it with a tyrian - dyed curtain, now looped up

    她指了指跟那窗子相對應的一扇又又大的門,一樣也掛著紅紫色的簾子,此刻往上卷著。
  3. The church was very cold, for its heating apparatus had been fireless since the previous evening, and its lofty, vaulted aisles were full of a fine damp vapor which had come filtering through the windows

    他上了大的石階,他跑累了,在門廊下喘口氣。隨后,他走進教堂。教堂里很冷,昨天晚上暖氣關了,高高的頂上布滿了從玻璃窗上滲進來的水蒸汽。
  4. Notre - dame de paris has not, like the abbey of tournus, the grave and massive frame, the large and round vault, the glacial bareness, the majestic simplicity of the edifices which have the rounded arch for their progenitor

    巴黎聖母院不像圖爾紐寺院那樣,不是以開闊穹窿為構架的建築物,一點也不見凝重粗實的腹,渾圓闊的頂,冰冷赤裸的風貌,莊嚴簡樸的氣概。
  5. I see a spacious room in a domed building

    我看見一個頂建築中一間敞的房間。
  6. Construction of extra wide dougong - shaped roof truss for shanghai jing - an temple

    上海靜安古寺超大度斗屋架施工技術
  7. And happy the people that will not, as the french did in 1813, saluting according to the rules, gracefully and cautiously offer the sword hilt to the magnanimous conqueror. happy the people who, in the moment of trial, asks no questions how others would act by the recognised rules in such cases, but with ease and directness picks up the first cudgel that comes handy and deals blows with it, till resentment and revenge give way to contempt and pity

    這個民族多好啊,他不像一八一三年的法國人,按照一切劍術規則先行禮,再調轉劍柄,優雅地彬彬有禮地手把劍交給宏大量的勝利者,這個民族多好啊,他在危及國家和民族生死存亡的緊要關心,他不管別人在這種情況下怎樣行事,自己憨厚純樸地順手抄起一根木棍掄了過去,一直打到完全泄出胸中屈辱和復仇的感情,替換成蔑視和憐憫的感情為止。
  8. The present catherine has no other likeness to her, except a breadth of forehead, and a certain arch of the nostril that makes her appear rather haughty, whether she will or not

    現在的凱瑟琳沒有別的地方像她,除了額和有點起的翹鼻子,這使她顯得簡直有點高傲,不管她本心是不是要這樣。
  9. The cfst x - type arches improve the lateral stability by sloping the arc ribs so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span

    鋼管混凝土x型肋橋是一種利用肋側傾來提高其橫向整體穩定性的橋型,在跨比較小的鋼管混凝土橋設計中應用較多。
  10. The cfst x - type arches improve the lateral stability by sloping the arc ribs, so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span. tongwamen bridge is a half - through cfst arch bridge, its span is 238m, and the width of its roadway is 10m, so the truss ribs in - plane is sloped into x - shapc to improve its lateral stability. as the cfst x - type arches with longest span all over the country presently, the design of tongwamen bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span

    鋼管混凝土x型肋橋是一種利用肋側傾來提高其橫向整體穩定性的橋型,在跨比較小的鋼管混凝土橋設計中應用較多。浙江銅瓦門大橋是一座中承式鋼管混凝土無鉸橋,跨徑238m ,橋10m ,肋為平面桁架形式,所以採用了x型肋以提高其橫向穩定性。作為國內目前跨徑最大的鋼管混凝土提籃橋,該橋的建成對我國今後長大跨徑小跨比鋼管混凝土橋採用提籃具有借鑒意義。
  11. Structural internal forces and deformation caused by seismic load are bigger than that caused by automotive load. seismic load controls the designing of large span and small " width - to - span " ratio of large span cfst arch bridge. the seismic resistance is bigger than that with considering combination of various directions, so seismic load combination of various directions should been taken into account during design of large span cfst arch bridge

    地震荷載所引起的內力和變形均大於車輛荷載引起的內力變形,對大跨、跨比小的鋼管混凝土橋來說,應以地震荷載控制內力和變形設計,考慮多方向地震荷載的組合后,所得的地震力更大,說明在計算地震力時,應該考慮多方向地震荷載的組合。
  12. However the experience about design of high arch - darn is not enough in deep valley, especial when the dam is located in the areas of intensive earthquake. therefore the study of three dimension earthquake response is great significant in reality and history to the hydroelectric construction

    然而,由於缺乏在河谷高比大的高壩設計經驗,特別是在高地震烈度區修建高壩,因此,本項目的研究分析具有十分重要的現實意義。
  13. We were, as i have said, in the dining - room : the lustre, which had been lit for dinner, filled the room with a festal breadth of light ; the large fire was all red and clear ; the purple curtains hung rich and ample before the lofty window and loftier arch ; everything was still, save the subdued chat of adele she dared not speak loud, and, filling up each pause, the beating of winter rain against the panes

    我已作了交代,我們在餐室里。為晚餐而點上的枝形吊燈,使整個房間如節日般大放光明,熊熊爐火通紅透亮,高大的窗子和更高大的門前懸掛著華貴而敞的紫色帷幔。除了阿黛勒壓著嗓門的交談她不敢高聲說話,以及談話停頓間隙響起了敲窗的冷雨,一切都寂靜無聲。
  14. 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的存在對面板受力有利等結論。
  15. Each of the first three levels of the colosseum has eighty large rounded arch openings

    羅馬)競技場底部分三層,每層都有八十個大的圓門。
  16. The saxon architect completed the erection of the first pillars of the nave, when the pointed arch, which dates from the crusade, arrived and placed itself as a conqueror upon the large romanesque capitals which should support only round arches

    當薩克遜建築師快豎完中殿最初的大柱時,十字軍帶回來的尖式樣,已經以征服者的姿態盤踞在原來只用於支撐圓的那些羅曼式的大斗之上。
  17. This type was adopted for the first time in cangzhou city and hebei province, and it is suitable for the region with poor foundation, it offers wide condition for the construction and it is economical, its exterior is handsome, especially suits for the bridge of city. this paper is of great importance for guiding the design and calculation for this type of bridge ; and it promates the research and application of the new type of cfst for the purpose of widely spreading it in the field even the resign

    下承式鋼管混凝土系桿橋型式在滄州市乃至河北省都是首次採用,適于建於地基條件較差的地區,施工條件松,造價較經濟,外型美觀,尤其適用於城市橋梁。本文對今後該類型橋梁的設計計算和施工具有重要的指導意義,為在本行業乃至本地區繼續推廣鋼管混凝土這一新型結構的研究與應用起到了推動作用。
  18. Holy sophia cathedral is centralized type, 77 meters long from east to west, 71. 7 meters long from south to north, main part is a huge semicircle dome, very 15 meters high, the diameter of centre of the church is 32. 6 meters, have 40 ribs in all, join the shelf on four blocks of wood 7. 6 meters wide through the sail

    聖索菲亞大教堂是集中式的,東西長77米,南北長71 . 7米,主要部分是一個碩大無朋的半圓穹頂,頂高15米,教堂正中的直徑為32 . 6米,共有40個肋,通過帆架在四個7 . 6米的墩子上。
  19. At last, on the basis of the linear finite element model, the effect of different factors such as the stiffness of the arch rib, the arrangement form and the arrangement position of the lateral brace, the sloping angle of arch ribs, ratio of the width to the span, the form of the hangers, the stiffness of bridge decks, cables etc is discussed

    最後,本文還通過有限元模型的分析,就肋自身剛度、橫撐的布置形式和布置位置、肋內傾角、跨比、吊桿形式、橋面剛度、斜拉索等方面對該橋的整體穩定性的影響展開討論和研究。
  20. The difference and commonlness between dams with joints and without are analyzed. the magnitude and distribution of acceleration and stress of dams with joint and without possess many differences. the influence of different water depth on seismic response of dams with joint is studied, the conclusion in term of opening width, opening depth and opening frequency is attained

    分析了整體壩和分縫壩地震反應的異同,得出分縫壩較之整體壩在加速度、應力的大小與分佈上的諸多不同點:分析了水深對有縫壩地震響應的影響,得出分縫壩在不同水深下縫的張開深度、度和頻次的一系列結論。
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