拱塊 的英文怎麼說

中文拼音 [gǒngkuāi]
拱塊 英文
arch block
  • : 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; ...
  • : 名詞(古時佩帶的玉器) penannular jade ring (worn as an ornament in ancient china)
  1. For jiangpinghe double - curved arch dam, 3 - d elasto - plastic fem is made, in which the point safety factors of the dam - abutments system and the safety margin for coefficients of sliding resistance on 7 potential sliding blocks of the dam before and after the reinforcement of the dam are calculated under the conditions of the normal storage level and the design flood level respectively based on the results from the analysis made with fem

    摘要對江坪河雙曲壩進行了三維彈塑性有限元分析,利用有限元應力成果分別計算了正常蓄水位、設計洪水位等3種工況下加固前後壩體壩肩系統的點安全系數和7個可能滑動體的抗滑富餘系數。
  2. 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

    體可能的失穩方式主要為頂直接掉落、腰和邊墻部位出現單滑面或雙滑面滑動體。
  3. Experimental research on uplift force acted on a piece of floor of arch invert water cushion pool and estimation to limit thrust load at skewbacks

    水墊塘底板上舉力變化規律的試驗研究
  4. In the paper, based on random block theory, a mathematical model is developed for reliability analysis of 3 - dimensional abutment stability against sliding. calculative formulas of reliability analysis are given

    本文以隨機體理論為基礎,建立了壩壩肩三維可靠度分析的計算模型,推導了分析其可靠度的基本公式。
  5. Around the island the cliffs rise out of the cold sea without the courtesy of a beach.

    島的四周都是從陰冷的大海中起的懸崖峭壁,找不到一象樣的海灘。
  6. 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

    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和發生圍巖松馳,因此核心土必須邊開挖邊架設工字鋼架,使之與左右導洞頂工字鋼形成整體。
  7. In this study, sts - - the steel construction design module of pkpm, a software program of china " s institute of the construction science - - is employed to create the construction model in order to study the construction of the supporting seat. a mechanical analysis of the variant arched girders was implemented, with the result that consturction documents meeting mechanical requirements were designed for the hinge support, the roller support and the steel girders

    本文採用中國建築科學研究院pkpm軟體的鋼結構設計模sts ,從結構建模入手,根據規范要求研究了支座的構造形式,通過對變異梁的力學分析,設計出符合力學模型的鉸支座、滑移支座和變異處鋼梁的施工圖。
  8. 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,確定局部不穩定體的規模、出露范圍,從而對肩槽高邊坡的局部穩定性有了系統全面的認識和了解。
  9. We hope to see you become a keystone of the intellectual community

    我們希望看到你們成為知識界的一頂石。
  10. The impressive facade of the green - brick study hall is distinguished by the solemn granite - block wall base and the overhanging roof supported by ornamental brackets, camel humps and granite columns

    書室正面以花崗石和青磚築砌,屋頂檐下是雕刻精美的斗、駝峰和花崗石支柱。
  11. The base is divided into finite block element. so, the stress and load that this system divided can be calculated. combining analyzing morrow point dam on colorado river with this method, the rationality of it is validated

    應用上述方法,結合morrowpoint雙曲壩,計算了該壩的分載與徑向位移,其成果合理,驗證了本文建立的壩體虛擬彈性地基梁與壩基體有限元組合的壩分載法的合理性,且滿足工程精度的要求,有一定的實用價值。
  12. They are dimorphism hill trap > fold hill trap and fault block hill trap. we mark off the hill kinds in term of the cause of hill formation in this research. they are dimorphism hilk fold hill and fault block hill

    總結山五種不同類型的潛山帶,在這五種不同類型的潛山帶上按其成因,主要分為三種類型的圈閉?風化殘丘山圈閉、張褶皺山圈閉利斷裂斷山圈閉。
  13. Research on elastic slab vibration of inverted arch plunge pool under high water head and large discharge

    高水頭大流量作用下反水墊塘彈性單底板振動規律研究
  14. Through gloomy vaults where the light of day had never shone, past hideous doors of dark dens and cages, down cavernous flights of steps, and again up steep rugged ascents of stone and brick, more like dry waterfalls than staircases, defarge, the turnkey, and jacques three, linked hand and arm, went with all the speed they could make

    德伐日看守和雅克三號手牽著手以最快的速度穿過了終年不見陽光的門,穿過了黑魃魃的洞窟的猙獰的窄門,走下了洞穴狀的層層臺階,爬上了石頭與磚砌成的嶙絢而陡峭的石梯那東西與其說像階梯,倒不如說像乾涸的瀑布。
  15. One of the wedge - shaped stones forming the curved parts of an arch or a vaulted ceiling

    用於形成或穹窿的曲線部分的楔形石頭中的一
  16. Numerical simulation on the typical flow patterns in the plunge pool of high dam

    水墊塘單底板振動特性的理論分析與試驗研究
  17. It is not just simply one stone piled on to top of another, they ' re joined together, this hole in the arch on here that ' s been pounded out using stone hammers, and that originally fitted on the top of that stone

    因為巨石並不是簡單地堆疊在一起,而是被巧妙地連接在一起:石起部分的孔眼是用石錘開出來的,它原來剛好可以套住頂上另一巨石的石楦。
  18. And the main contents of this dissertation are : ( 1 ) the engineering geological features of discontinuities in surrounding rock mass were analyzed on the basis of field geological survey and the preferred orientation of the main discontinuities were derived. then the displaceable blocks distributing on the roof and sidewalls of main chamber were searched out taking the intersecting relationship of discontinuities into consideration. then the failure mode and the coefficient of stability of the displaceable blocks were studied respectively

    主要內容包括:在野外地質調查基礎上,通過統計分析得到地下廠區結構面的優勢方位;對結構面工程地質特性進行了分析;根據結構面的空間組合關系,搜索出可能在主廠房洞室的頂和邊墻部位出露的體,並分析了各體的可能滑移方式及其穩定性系數。
  19. The results are important for dam base excavation and engineering disposal. ( 2 ) arch dam can be regarded as an elastic ground cantilever system composed of vertical cantilever, horizontal arch, and torsion structures. the dissertation takes the arch dam as load diversion system of arch - cantilevers system located on the ground composed of elastic cantilever

    ( 2 )將壩虛擬為由座落在壩基體有限元上的一系列懸臂梁與水平組成,將懸臂梁視作由水平所支承的彈性地基梁,考慮徑向和切向調整,比以往的彈性地基梁只考慮徑向調整有所發展;而且用體元模擬壩基,也能較精確地模擬壩基多種斷裂構造等對壩體結構行為的影響。
  20. Based on clear boundary condition of dam shoulders, with rigid limit equilibrium vector method, baihetan hydroelectric power station dam shoulders anti - sliding stability analyzing program is compiled. then, by using above program, the anti - sliding stability of dam shoulders in different modes and different load patterns are calculated in respectively, and their stability is evaluated. the analysis results indicate that the anti - sliding stability of baihetan dam shoulders can meet the need of arch dam design

    在查明壩肩抗力體邊界條件的基礎上,利用剛體極限平衡分析中的矢量法在文獻[ 1 ]基礎上編制了白鶴灘壩肩抗力體抗滑穩定性分析程序,並對白鶴灘壩肩抗力體的不同荷載情況下大體的穩定性進行了評價,結果表明:白鶴灘壩肩抗力體的穩定性總體上達到了壩設計的要求。
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