斜構架 的英文怎麼說

中文拼音 [xiégòujià]
斜構架 英文
diagonal frame
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 構架 : carcass; panel work; frame; buck; blind; reinforcement; thripple; backbone; framework; truss; fra...
  1. Pre - sinian paleostructural framework and major geological events in the huangling anticline, western hubei

    鄂西黃陵背斜地區前南華紀古構造格架及主要地質事件
  2. ; 1. the trend of the development of burden and light hanging basket in the cantalever construction of continuous rigid frame bridge has been prospected, the roof truss and cable - state composite hanging basket also has been designed by analyzing and comparing with other ones. 2

    對大跨度橋梁懸臂澆築施工的各種形式掛籃施工工藝進行了比較和總結，對連續剛構橋懸臂澆築掛籃施工中重載輕型的發展趨勢進行了展望，提出了一種用於解決重載輕型懸臂澆築施工的新型桁架斜拉式組合掛籃，並進行了可行性分析計算和設計。
  3. The shell is divided into orthogonal or oblique crossing girder systems, which make up a space rigid frame structure, then an analysis is made of the endogen force of the shell structure based on the curved lever space rigid frame structure

    該方法通過將殼體結構離散成相互垂直或斜交的曲桿梁系組成的空間剛架結構，進而分析曲桿空間剛架結構的內力，達到殼體內力分析的目的。
  4. Based on using elementary ideas of the latest theories with the combination of extensive achievements of bridge condition assessment and the other correlative domains, the assessment model was established using analytic hierarch process and variable weight synthesizing, which evaluated pc cable - stayed bridge ' s condition in service by grading items in bottom level of assessment model

    在吸收和採用已有成果的基本思想的基礎上，結合國內外橋梁評估領域和其他相關領域的研究成果，建立了以層次分析法結合變權綜合原理為基礎，通過打分方式對pc斜拉橋的狀態進行評估的架構與模式。
  5. Design of oblique quadrangular pyramid latlice framed structure and test research

    斜放四角錐網架結構設計及試驗研究
  6. One of the most noticeable structrual differences between the cable-stayed bridge and the truss and girder types lies in the field of flexibility.

    斜拉橋與桁架和梁式類型橋之間，在結構上的一個最顯著不同之處，在於柔度方面。
  7. Thermal deposits mainly formed during middle - late yanshanian age, related to extension structure, with main mineralization in qingfeng competent deformation zone, western shennongjia fault arch, northern huangling fault arch, xianfeng anticline of enshi platforman fold bundle

    熱液型鉛鋅礦床主要形成燕山中晚期，與滑脫拆離構造密切相關，礦化主要集中於青峰強變形帶、神農架斷穹西部、黃陵斷穹北部、恩施褶皺束咸豐背斜、長陽褶皺束走馬坪背斜中。
  8. In this paper, the structural characteristics and structural types of prestressed concrete truss - stayed bridge are analytically discussed, the new ideas for further development of the type of the bridge are put forward and two practical examples of the bridge are illustrated as well

    摘要分析探討了預應力混凝土斜拉桁架橋的結構特點及結構型式，提出了預應力混凝土斜拉桁架橋新的發展思路，並介紹了2個實際工程項目。
  9. Lifting equipment must be designed to prevent the possibility of scaffold falling to grade in the event that the load snags or knots slip

    提升設備的結構必須能夠避免被提升物絆住或繩結打滑致使腳手架傾斜的可能。
  10. Through over - all stability analysis, the influence of height - span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper

    通過對門式剛架的整體穩定分析，研究了剛架的高跨比、斜梁坡度對結構的穩定和計算長度系數的影響。
  11. Scaffolds should only be sheeted in where the scaffold structure ( including ties and / or raking shores ) has been specifically designed to accommodate the additional wind loads that this imposes

    只是在腳手架結構（包括橫拉撐和/或斜拉撐）經特別設計能夠承受額外的風力負荷的情況下，才可以封閉腳手架。
  12. The ore - hosted strata of xitieshan lead - zinc ore deposit is located in a limb of a anticline and suffered from deformation partition

    摘要錫鐵山大型鉛鋅礦床含礦巖系的構造格架位於背斜的一翼，普遍遭受變形分解作用。
  13. At the same time, the steel truss with cross diagonal web members, without vertical web member, is the best project to transfer a big span structure

    同時，研究發現有交叉斜腹桿而無豎腹桿的鋼桁架結構形式是實現大跨度、大柱網轉換的優選方案。
  14. The cable - supported concrete - filled steel tube arch bridge is a new bridge type developed on the basis of the truss type hybrid arch bridge by combining various techniques and making full advantages of the concrete - filled steel tube arch bridge, truss arch bridge and cable - stayed bridge

    摘要鋼管混凝土拉索拱橋是在「桁式組合拱橋」的基礎上將鋼管混凝土拱橋、桁架拱橋、斜拉橋的技術特點綜合起來，揚長避短，而構思出的一種新橋型。
  15. The double - deck lantau link consists of the tsing ma bridge linking tsing yi to ma wan ; a viaduct over ma wan ; and the cable - stayed kap shui mun bridge linking ma wan to lantau

    青嶼干線採用雙層結構，其組成部分包括連接青衣與馬灣的青馬大橋、跨越馬灣的高架道路，以及採用斜拉橋設計、連接馬灣與大嶼山的汲水門大橋。
  16. A mould with an oblique guide pin scroll box structure was designed for the core pulling in two directions of a mould with two cavities

    採用能解決一模兩腔的兩面抽芯問題的斜導柱滑塊結構的模具結構，設計出電流線圈架注射模模具。
  17. Finally, an example is given to prove that the method of deformation analysis and the method of deformation control are of a value of the research and application. though what mentioned above, a good reference for improving the treatment theory and construction of disaster frame structure is provided

    通過工程實例對上述研究進行驗證，證明本文關于框架結構傾斜病害的變形分析方法及變形控制方法，具有較好的研究和應用價值，為框架結構傾斜病害治理提供了較好的理論和實踐參考。
  18. The findings above confirm that there exsists three transfer mecha - nisms in the joint, that is, the truss mechanism, the diagonal strut mechanism, and the confinement mechanism

    以上結果確認了節點中存在三種傳力機構，即桁架機構、斜壓桿機構和約束機構。
  19. Author thinks that the direction of the maximum plastic distortion along a constant radius around the crack tip may be considered as the direction of shear - mode fracture ( named pmax - criterion ) and the load when located shear band prongs the ligament in the front of crack tip is regarded as the limited load of shear - mode fracture. ( 3 ) the fad ( fracture assessment diagram ) of titled crack is proposed based on achievements of mesomechanics about i - ii complex ductile fracture of metal, and the titled crack is classified two kinds : void - mode fracture is assessed by fracture assessment curve, and shear - mode fracture by limited load. ( 4 ) using a fe program based on plantle - ressue theory to calculate some mesomechanical parameters, a flange joint structure of a high pressure vessel ( design pressure 31. 4mpa and the thickness of the hemispherical head is half of that of shell. ) is analyzed to determine whether the structure under operation pressure is safe or not, forecast the mode of potential invalidation and argue for the rationality of design of the structure

    試件的整體斷裂為剪切型，但在試件芯部裂尖鈍化區中部出現了韌窩型啟裂並有一定的擴展，說明局部較高的應力三軸度也會使韌窩型機制得以發展，但是不改變試件整體的剪切型斷裂模式；對韌性斷裂的剪切模式的細觀機理做了一定的探討，並且提出了含裂紋構件剪切型斷裂的宏觀判據：認為裂紋前方的集中剪切帶中與裂紋尖端等半徑處最大有效塑性應變出現的方向可以作為裂紋剪切斷裂的方向（可簡稱為_ （ pmax ）準則） ，集中剪切滑移帶貫穿裂紋前方承載韌帶時的載荷可以作為極限載荷；本文運用金屬韌性斷裂細觀力學在一復合型韌性斷裂方面的研究成果，採用失效評定圖的形式，提出了傾斜裂紋的安全性評定方法的基本框架。
  20. To guarantee the stability of the frame in strong earthquake motion, and on the basis of analysis on the concept of “ capacity design ” in the above three countries seismic design provisions, it is advised that the moment amplification coefficients at the bottom sections of columns for the frame structures in some seismic intensity be increased to reduce the possibility of the frame column yielding. taking the above three countries seismic codes as reference, it is recommended that it be added details of seismic design by using diagonal shear reinforcement to safeguard beams against sliding shear failure, when the positive - negative shear forces are reverse and the ratio is high

    為了保證在大震作用下框架結構的穩定性，借鑒國外規范「柱-梁承載力級差系數」的思想，本文提出了對部分抗震等級的框架結構的柱端抗彎能力增強系數應予以提高，以降低框架柱屈服的可能性;參照國外有關規范的發展，本文建議對于正、負剪力反向且比值較大的框架梁宜增加交叉斜筋，以防止沿垂直裂縫發生嚴重的剪切錯動。
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