環形梁 的英文怎麼說

中文拼音 [huánxíngliáng]
環形梁 英文
annular girder
  • : Ⅰ名詞1 (環子) ring; hoop 2 (環節) link 3 (姓氏) a surname Ⅱ動詞(圍繞) surround; encircle;...
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • 環形 : annular; ringlike; ring form; bight; annularity環形癌 annular carcinoma; 環形電路 [訊] loop circu...
  1. The irrepressible bloom, who also had a shrewd suspicion that the old stager went out on a manoeuvre after the counterattraction in the shape of a female, who, however, had disappeared to all intents and purposes, could, by straining, just perceive him, when duly refreshed by his rum puncheon exploit, gazing up at the piers and girders of the loop line, rather out of his depth, as of course it was all radically altered since his last visit and greatly improved

    他定睛一看,才勉強辨認出那個灌了一肚子朗姆酒精神隨之而振的水手,正毋寧說是出神地仰望著行線的陸橋橋墩和縱。當然自從他最後一次踏訪,這里已大大地改建,面目一新了。看不見影的某人或某些人把男子小便池指給他看,那是衛生委員會為了衛生而到處蓋起來的。
  2. Being lacking of understanding of behaviors of circular working shaft, the paper proposed theory about ring - beam ' s load - distribution calculations and analyzed the structural behavior of circular working shaft ( cws ) by the numbers from the standpoint of properties of structural style and stress incorporated with thoughts of shared load introduced to research of cws. first, regarding cws as structure of series of hypothetic horizontal circular rings and vertical beams, and considering cws ' s formation and development, the paper proposed load - distribution thoughts to solve cws ' s calculations. ring - beam calculation theory was put up and software cbtlmp1. 0 was worked out based on the conditions of external applied load shared by rings and beams, and of deformation conformity

    首先,本文提出用分載思想解決圓工作井結構的計算分析問題,將圓工作井結構看成是由一系列的假想的水平圓和豎直組成的結構,考慮工作井成過程及成階段與項進階段的連續性,根據某一時刻相對于上一時刻外載增量由分擔、在交叉處變位增量一致的條件將計算理論與計算理論結合起來,據此建立了?分載計算理論並研製了?分載計算分析軟體cbtlmpv1 . 0 。
  3. It is an inelastic analysis during the linear monotony loads. it can show the actual yield mechanism and the appearance sequence of the hinge, find out the weakness of the structure and gain the pushover figure ( floor - shear diagram and element - shear diagram )

    進而揭示出在罕遇地震作用下結構實際的屈服機制,各塑性鉸的出現順序,找出結構的薄弱節,確認結構設計中「強柱弱」的設計原則,得出push - over圖(層剪力圖及構件剪力圖) 。
  4. In tins paper, a new type of standing - wave linear usm with square - ring vibrator was presented, which had two contact surfaces and a support structure with four flexure hinges for the power output

    摘要利用有限元分析軟體對方直線駐波超聲波電動機的振子進行了動態設計,提出了一種式雙接觸面的振子結構,該振子採用柔性鉸鏈與支撐結構連接,實現力的輸出。
  5. In this paper, a high performance sma system applied to steel bridge deck is put forth in allusion to the pavement project of the wuhan junshan yangtze river highway bridge. it comprises steel slab, zn coating layer, closing layer, adhesive, pre - mixed asphalt stone and dual layer sma from bottom to top. it is based on the fea results of the forces and deformation of the pavement layer by means of the algor feas, according to this bridge ' s traffic and the ambient temperature varying range of the pavement layer

    本文針對武漢軍山長江公路大橋鋼箱橋面鋪裝工程,從鋪裝層境溫度變化范圍、交通量等使用條件出發,在用algorfeas有限元分析軟體分析鋪裝層受力變基礎上,提出了(即鋼板+金屬鋅塗層+封閉層+粘接劑+預拌瀝青碎石+雙層sma )的高性能鋼橋面sma鋪裝體系,並對這種sma的組成材料,包括改性瀝青、集料、礦粉、纖維進行了比較研究,設計了這種sma的配合比,對sma混合料的性能進行了對比試驗,對這種sma方案進行了疲勞性能研究,驗證了所選擇sma方案的可行性。
  6. Construction technology of hoisting tower and super long cased beam of prestressed concrete in huanglong sport center

    黃龍體育中心吊塔及超長預應力混凝土箱施工技術
  7. According to the principle of ring - like strands operation, the mechanical analytic solution of presressed concrete penstock under the uni - ring - like radial loads is given out based on the theories of elastic footing beam

    根據預應力作用機理,結合彈性地基理論,提出了單預應力作用效應的計算方法和預應力混凝土壓力管道施工階段的驗算方法。
  8. This article discuss the method to measure distortion of truss by means of ccd device. the distortion can be measured with many kind of displacement transducer, but it must be placed on stable base. when the huge truss is moving through some tunnel, it is difficult to find a stable base, especially there is no enough space for someone to operate. it is hardly to measure the distortion by touching. on the contrary, this can be achieved by means of ccd device

    桁架在自重或載荷的作用下產生的撓度可以用多種位移傳感器測得,這些測量方法需要有良好的基礎,在大型桁架測量現場,由於桁架的變,難于找到這種基準,如果加上測量境惡劣,人無法操作情況,則會給撓度測量帶來極大的困難,而採用光電荷耦合器件,並利用激光進行遠程實時撓度測量,即可以解決這個難題。
  9. They can be found in circular cast houses of blast furnace, in oil - sealed dry gasholders and in workshops with curved cranes. cross sections of these curved members are of various types, such as il - shaped, i - shaped, channel, box and h section without any symmetrical axis

    曲線在工業和民用建築中也常有應用,在高爐出鐵場、乾式煤氣櫃內部結構以及某些有工藝要求的廠房內,常需採用不同截面式的
  10. This paper highlights the durability design features and design alternative adopted for the parts of steel structure, concrete decks of and joints between steel and concrete composite box girder for the cable - stayed spans of donghai bridge over main navigable channel in the marine environment

    摘要介紹東海大橋主航道斜拉橋鋼混凝土箱結合的鋼結構部分、混凝土橋面板、鋼混凝土結合部位在海洋境下耐久性設計特點及採用方案。
  11. Secondly, the paper analyzed the behavior of isotropic and orthogonal anisotropic materials " cws on the basis of above theory and software. regularities of cws " deformation inner force and shared load and earth pressure in excavating stage and driving stage were gained. regularities influenced by material features top beam excavating depth sidewall depth properties of soil layers rear backing and location of load were also obtained, especially rules of display degree exerted by circular and vertical loads were also obtained

    通過分析,得到了成階段及頂進階段圓工作井的變位、結構內力、分載及土壓的分佈規律及材料性質、頂冠及圍檁、開挖深度、井壁插深、土層性質、后靠背、頂載作用位置等因素對結構受力性狀的影響規律,特別是得到了工作井在受力時結構向與豎向承載作用發揮程度的規律。
  12. Beams are researched, and the relation between strains of corroded re - bars and fatigue life of beams are obtained. the main research contents and conclusions are as following : 1. under the fatigue loads, the overstrain of concrete approximately coincidences three stages strain development and accumulation rule, and the mechanical property of concrete is deteriorated

    鑒于實際工程中大量存在腐蝕鋼筋混凝土結構承受反復荷載作用,但其力學性能研究不多的問題,本論文進行了銹蝕鋼筋混凝土抗彎疲勞試驗,研究了應力比和鋼筋銹蝕率對銹蝕鋼筋混凝土抗彎疲勞性能的影響,得出了銹蝕鋼筋的應變與構件疲勞壽命之間的關系曲線,主要研究內容及結論如下: ( 1 )在循荷載下,混凝土殘余變基本符合三階段變規律,力學性能劣化,疲勞損傷積累。
  13. Internal waves are a kind of bridge relating the diapycnal mechanical mixing to external sources of mechanical energy : first, internal waves are driven by wind stress and barotropic tide so that large amount of mechanical energy are transported to abyssal ocean with propagation of internal waves ; second, the mechanical energy can directly be cascaded to mixing through instability and breaking of internal waves

    內波是外界提供的機械能與混合之間聯系的橋之一,一方面風和潮汐通過激發內波,將能量向深海和大洋內區傳遞,另一方面,內波的不穩定和破碎直接將機械能串級到小尺度湍流混合中去。開展傾斜地上內波的傳播以及內潮的產生等方面的研究對海洋混合過程的參數化以及混合對大洋流的影響等方面的研究具有重要的科學意義。
  14. In this paper, a generalized hybrid finite strip method is deduded for analyzing the shear lag effect in box girders. it has the advantage of the generalized finite strip method and hybrid stress element. shear lag effect in thin - walled box girder is analyzed with this method and stiffness matrix of generalized hybrid finite strip element is deduced. a calculating program for thin - walled box girder " s generalized hybrid finite strip method is compiled with fortran language and performed in visual fortran environment of pc computer. a typical example demonstrates that the proposed method has higher accuracy and efficiency, is suitable for analysis of shear lag effect in box girders

    本文結合應力雜交元法和廣義有限條法導出一種用來分析箱剪力滯效應的廣義應力雜交有限條法,它兼有應力雜交元和有限條法的優點。運用這種方法對薄壁箱的剪力滯效應進行了分析,推導出廣義應力雜交有限條元的單元剛度矩陣,用fortran - 77語言編寫薄壁箱廣義雜交有限條法程序( hfsbg . for )在visualfortran境下運行。具體算例的數值結果表明:廣義應力雜交有限條法用於計算箱的應力分析具有很好的精度和效率,適合於分析箱的剪力滯效應。
  15. Based on the analysis of the current status of highway bridge security examination of native and abroad, combing with the construction plan and operation condition of the highway bridges in hubei, this paper discusses the principle and method of highway bridge security examination, especially analyzes the relation of the traffic security with the facts such as the width of lane, transverse arrangement, security devices, environment and the geometrical line type which is formed by the longitudinal transverse technical target of bridges, and then raises the principle, content and program of the highway bridge security examination, in addition, this paper applies the bridge security examination to plan, design, construction and operation

    本文以國內外公路橋安全審查現狀分析為基礎,結合湖北省公路橋規劃建設與運營狀況,對公路橋安全審查的原理和方法進行了探討,重點分析了橋平縱橫技術指標組合構成的幾何線、行車道寬度及橫向布置、安全設施、境及其他相關因素等與交通安全的關系,提出了公路橋安全審查的原則、內容及程序,並分別對規劃、設計、施工及運營中的橋安全審查進行了具體應用。
  16. In this paper, by the accelerated corrosion methods of man - made climate and galvanostatic to corrode the bars, experiments were carried out to study the different structure behavior of corroded reinforced concrete beams, and it was learned that the condition of man - made climate was closer to practice than galvanostatic method

    摘要通過採用人工氣候和通電快速銹蝕模擬方法,對銹蝕鋼筋混凝土進行試驗,以對比研究結構性能退化機理,結果發現銹蝕后鋼筋混凝土的強度、延性和破壞態發生了急劇變化,而且人工氣候境下的混凝土內鋼筋銹蝕比通電條件能更好的貼近實際情況。
  17. Abstract : durability zonation standard ( dzs ) is proposed to provide useful parameters for durable concrete structure design. it deals not only with the influence of environment on structures, but also with types, functions and importance of structures based on the theory of life cycle cost ( lcc ). first, the basic concept of dzs for concrete structure design is defined. then the basic principles for dzs are established. the factors for zonation according to natural environmental conditions and structural importance are identified. the usefulness of dzs by citing a real application for concrete highway bridges in zhejiang province is demonstrated. finally, durability regulations are provided accordingly to zonation

    文摘:混凝土結構耐久性境區劃標準的目的就是為混凝土結構耐久性設計提供合理的設計參數.混凝土結構耐久性境區劃標準在結構全壽命周期成本原理基礎上考慮了境對結構的影響,並將結構的重要性、結構式和功能等多方面因素一併納入考慮之中.首先給出了混凝土結構設計耐久性境區劃標準的概念和建立該標準的3個基本原則,其次根據自然境條件和結構重要性等確定了區劃的主要影響因素,然後以浙江省公路橋結構耐久性境區劃圖的編制為例說明了混凝土結構耐久性境區劃的可行性與實用性,最後根據區劃圖給出了耐久性區劃標準的若干設計規定
  18. Durability zonation standard ( dzs ) is proposed to provide useful parameters for durable concrete structure design. it deals not only with the influence of environment on structures, but also with types, functions and importance of structures based on the theory of life cycle cost ( lcc ). first, the basic concept of dzs for concrete structure design is defined. then the basic principles for dzs are established. the factors for zonation according to natural environmental conditions and structural importance are identified. the usefulness of dzs by citing a real application for concrete highway bridges in zhejiang province is demonstrated. finally, durability regulations are provided accordingly to zonation

    混凝土結構耐久性境區劃標準的目的就是為混凝土結構耐久性設計提供合理的設計參數.混凝土結構耐久性境區劃標準在結構全壽命周期成本原理基礎上考慮了境對結構的影響,並將結構的重要性、結構式和功能等多方面因素一併納入考慮之中.首先給出了混凝土結構設計耐久性境區劃標準的概念和建立該標準的3個基本原則,其次根據自然境條件和結構重要性等確定了區劃的主要影響因素,然後以浙江省公路橋結構耐久性境區劃圖的編制為例說明了混凝土結構耐久性境區劃的可行性與實用性,最後根據區劃圖給出了耐久性區劃標準的若干設計規定
  19. Deformation of the foundation is analyzed by using the in - situ data of the settlement of the oil tank ' s cone and the ring beam, and by considering the relationship between the settlement and displacement of the ring beam and foundation

    根據現場油罐錐面和沉降觀測資料,以及沉降與地基土沉降和位移的關系,分析了油罐地基土體的變
  20. Three factors, that beam reinforcement relative diameter, concrete intensity, axial compression ratio are considered in the model of slip of longitudinal reinforcement passing through joint, and the correlation between shear deformation and cycle number are simulated four factors that concrete intensity, axial compression ratio, shear compression ratio, hoop reinforcement characteristic number are considered in the model of joint shear deformation, and the correlation between joint shear deformation and cycle number are also simulated

    貫穿節點筋的滑移模型考慮了貫穿筋的相對直徑、混凝土強度及軸壓比三個因素,並根據試驗結果模擬出滑移量隨循次數的變化規律。節點剪切變模型考慮了混凝土強度、軸壓比、剪壓比、節點配箍特徵值四個因素,並根據試驗結果模擬出節點剪切變量隨循次數的變化規律。
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