橫拱 的英文怎麼說
中文拼音 [hénggǒng]
橫拱
英文
transverse arch-
Tall trees arched across the river.
高大的樹木成拱形橫跨過那條河。Floor-beam webs have cracked in tied arch bridges.
在系干拱橋的橫梁腹板上發生裂紋。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。The preparation of breakfast burnt offering : intestinal congestion and premeditative defecation holy of holies : the bath rite of john : the funeral rite of samuel : the advertisement of alexander keyes urim and thummin : the unsubstantial lunch rite of melchizedek : the visit to museum and national library holy place : the bookhunt along bedford row, merchants arch, wellington quay simchath torah : the music in the ormond hotel shira shirim : the altercation with a truculent troglodyte in bernard kiernan s premises holocaust : a blank period of time including a cardrive, a visit to a house of mourning, a leavetaking wilderness : the eroticism produced by feminine exhibitionism rite of onan : the prolonged delivery of mrs mina purefoy heave offering : the visit to the disorderly house of mrs bella cohen, 82 tyrone street, lower, and subsequent brawl and chance medley in beaver street armageddon : nocturnal perambulation to and from the cabman s shelter, butt bridge atonement
準備早餐燔祭351 ,腸內裝滿以及預先想到的排便至聖所352 ,洗澡約翰的儀式353 ,葬禮撒姆耳的儀式354 ,亞歷山大凱斯的廣告火與真理355 ,不豐盛的午餐麥基洗德356 ,訪問博物館和國立圖書館神聖的地方357 ,沿著貝德福德路商賈拱廊358 ,韋林頓碼頭搜購書籍喜哉法典359 ,奧蒙德飯店裡的音樂歌中之歌360 。在伯納德卡南的酒吧里與橫蠻無理的穴居人361吵嘴燔祭。包括一段空白時間:乘馬車到辦喪事的家362去以及一次訣別曠野363 。The cyclo - hoop effect which steel tubular has exert to the concrete shows the character of heterogeneous in the arch rib section, the same to the axial direction. the paper verifies the change of the material poisson ration and the concrete grade will make the cyclo - hoop effect obvious alteration, the change of the cyclo - hoop effect and the stress redistribution of the section produced by the shrinking and creeping of the concrete and the expensive concrete on the section
在鋼管混凝土拱肋斷面上,鋼管對內填混凝土的環箍效應具有非均勻性,在拱軸方向上環箍效應也呈現非均勻性。驗證了材料的橫向變形系數、混凝土標號等參數的變化將引起環箍效應的明顯改變;混凝土的收縮、徐變和膨脹混凝土的應用導致鋼管混凝土的環箍效應發生變化並使截面的應力發生重分佈;並總結了其變化的基本規律。The chamber to the right is dedicated to the righteous members of the clan. the whole building is exquisitely decorated with fine wood carvings, polychrome plaster mouldings, and murals of auspicious motifs, fully reflecting the superb craftsmanship of the old days
建築物的祖龕、斗拱、橫梁、檐板及墻頭均飾有精緻的木刻、彩塑及壁畫,圖案的題材均寓意吉祥,充份反映了昔日工匠的精湛技藝。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。It also has important reference value for the similar construction. by the safety and seismic evaluation of this aqueduct bridge, it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup, its intensity basically reached the need of primary design. ( 2 ) from the side of carrying capacity, rib arch could satisfy the needs under the action of wind and earthquake, but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need
通過對東滑峪渡槽進行安全性能和抗震性能評估后表明: ( 1 )渡槽除肋拱頂面有保護層剝落、箍筋外露,結構基本完好,其強度基本達到西安理工大學工程碩士專業學位論文原設計的強度要求; ( 2 )從承載力方面看,在風荷載、地震作用下,肋拱基本滿足要求,個別排架橫梁不滿足要求,肋拱連系梁普遍不滿足要求;計入水平橫槽向地震作用的工況為設計控制工況。This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure
本文以軍用機場地面單機掩蔽庫工程建設為工程背景,首次對內襯三維波紋鋼板混凝土拱型復合結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將橫肋、鋼筋及三維波紋鋼板的作用均勻分佈在殼體范圍內的情況,忽略橫肋、鋼筋及三維波紋鋼板沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內襯三維波紋鋼板混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波紋鋼板混凝土拱型復合結構在分佈荷載和集中荷載作用下的位移響應和應力響應,並與普通殼體進行了比較。Only 1, 000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans.
僅通過1,000,000輛車就在系桿拱的橫梁中以及引橋的板梁中造成明顯的開裂。8. the influence of cross - joint and process of constructing and storing water by stages on dam structure were studied with the consider of ertan arch dam and some valuable results were obtained
結合二灘拱壩,研究了壩體橫縫和分期施工分期蓄水過程對拱壩結構工作性態的影響,取得的有參考價值的成果。On the basis, the effect of different factors such as the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed
此外,採用線彈性方法,就拱的吊桿的非保向力效應、橋面系的剛度、橫撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展開探討與研究。The software ansys6. 0 is used to analysis the stability of the state after construction of tongwamen bridge, linear method is used in analyzing the finite element model of the bridge, the coeffient of stability of different state after construction is given. on the basis, the effect of different factors such as the arrangement of lateral brace, the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed. the different coefficients of stability of changing these factors are given, so the factors that are vital to the lateral stability of x - type arches are found, and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated
本文應用有限元分析商業軟體ansys6 . 0 ,採用線彈性方法,通過對該橋的空間有限元模型進行穩定性分析,得出其成橋運營階段各種工況下的穩定安全系數。在此基礎上,本文還通過有限元模型分析,就拱的矢跨比、吊桿(立柱)的非保向力效應、橋面系的剛度、橫撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展開探討與研究。文中給出了各因素變化情況下的穩定安全系數,指出了對鋼管混凝土提籃拱橫向穩定性有顯著影響的因素及其合理變化范圍,並對銅瓦門大橋提高橫向穩定性的措施的經濟合理性進行了分析。Reinforcements across contraction joints of high arch dams to resist strong earthquakes
強震區高拱壩橫縫配筋抗震措施The analysis of high arch dam including cross - joint should be considered as a 3d elasto - plastic contact problem
考慮橫縫的高拱壩結構分析本質上應按三維彈塑性接觸問題進行。Influences of transverse bias of arch axis on the arch ring behavior under static loads
拱軸線橫向偏離對拱圈靜力行為影響A few paces off is an enormous pillar, and another ? seven in all down the length of the hall, supporing in the centre line the springing arches of the double groining
幾步開外有根高大的柱子,接著又一根,再接著又是一根;大廳縱深一共豎著七根大柱,支撐著雙拱屋頂落在橫向正中的拱底石。The set of tectonic cracks on down beam is beneficial to anti - seism along the longitudinal and side long of aqueducts
拱架下弦桿分縫斷開的做法對縱、橫槽向抗震的最終效果是有利的。The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level. in some cases, this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges. as a result, the performances of the prestressing reinforcement can be efficiently utilized
它利用拱肋承擔壓力,系梁預應力束抵抗拱端推力,吊桿及縱橫橋面系結構承受橋面荷載,既克服了傳統拱橋巨大的拱端推力,又改善了連續梁橋較大的彎矩和剪力的受力狀況,最大限度地發揮了拱梁混凝土和預應力鋼筋各自的特點,經濟效益顯著。It is a three - hall building and the second hall is the place for worshipping the clan s ancestors. its wall and door are decorated with rare rocks, and the crossbeams and brackets are finely carved
祖祠門墻用珍貴的紅粉石疊砌而成,橫梁和斗拱飾以精緻雕刻,還有石灣制的瓷鰲和獅子裝飾,甚富傳統色彩。分享友人