arch proper 中文意思是什麼

arch proper 解釋
刻度尺
  • arch : n 1 【建築】弓架結構;拱廊;拱門;弓形門;穹窿,拱洞,拱頂。2 弓形,半圓形。vi 1 【建築】作(成)...
  • proper : adj 1 適當的,相當的;正當的,應該的;正式的,正常的。2 有禮貌的;規矩的。3 固有的,特有的,獨特...
  1. In this thesis, designing " a " furnace arch by applying momentum synthesis and applying the laminar coal supply device to improve the burning in furnace, the operation duty of chain boiler, the thermal efficiency of boiler, are studied, according to the problems of the irrationality on boiler proper frame and the disproportion on system disposition in the design and the operation of chain boiler

    本文根據鏈條鍋爐設計和運行中存在鍋爐本體結構上的不合理、系統布置上的不匹配等問題,研究了利用動量合成法設計「 」型火焰爐拱,以及利用分層給煤裝置來強化爐內燃燒,改善鏈條鍋爐運行工況,提高鍋爐熱效率。
  2. The middle wall of a double - linked - arch tunnel is the key component of the structure ; it also has a great influence on waterproof and drainage of the tunnel, so it is very important to select the proper from of the middle wall

    摘要雙連拱隧道的中墻是結構受力的關鍵構件,又對隧道防排水有較大影響,因此,合理選用中墻形式至關重要。
  3. In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel, and the basic loading law of the middle wall is obtained, then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given, which offers foundation for the design of middle wall in double - linked - arch tunnel

    通過建立雙連拱隧道的三維有限元模型,模擬了不同圍巖級別條件下淺埋雙連拱隧道不同中墻形式的力學行為,得出了中墻的基本受力規律,提出了不同圍巖級別條件下修建淺埋雙連拱隧道所採用的合理中墻形式,為雙連拱隧道的中墻設計提供依據。
  4. Two - way arch bridges have big weight in existing bridges in our country, they have large quantity & locate all over the country. for some reasons, they behave aging & diseases. for the purses of assuring transportation safety, highway salibility, having the existing bridges to be used sufficiently & using the maintain money properly, it is necessary to do proper reliability evaluation for two - way arch bridges. consultes on the base of large quantity of domestic & foreign literature, this thesis uses engineering survy & others " evaluation experience & advances factors analysis & system synthesis method for two - way arch bridge. this method overcomes the shortcomings & abuses that the used methods have. it has high veracity, strong adaptability & good maneuverability

    為了保證公路暢通、行車安全,充分發揮現役橋梁的作用,合理使用橋梁的維修加固費用,需對雙曲拱橋的可靠性做出恰當的評估。本文在大量參考國內外文獻的基礎上,結合工程調查和前人評估經驗,提出了雙曲拱橋可靠性評估的因素分析和系統綜合法,克服了過去各種方法的不足和弊端。該方法準確性高、適應性強、可操作性好。
  5. This paper deploys research about the damnification identify, employ capacity and reinforce technology with reason of double bend arch bridge through finding out disease position of construct and cause, colligating these result of the actual bridge detection and load test and analysis and research on the theoretics of damnification, and so on, despending on a lots of measure and means, finding out its present condition and checking structure internal force through choosing the proper mechanics model according as a lots of prototype information

    本題以安徽省省道s310上k139 + 000處的大店崗橋為實例,從檢測入手,利用各種檢測方法和手段,了解雙曲拱橋的現行工況,並依據各類原型資料選擇合適的力學模型進行結構內力驗算,通過荷載試驗、理論分析等方法,查明結構的病害部位和形成原因,綜合實橋檢測結果和荷載試驗結果以及損傷理論的分析研究等等,展開對雙曲拱類橋型的損傷鑒定、使用能力和合理加固技術方法的研究。
  6. Abstract : the proper of miaogou bridge is a through railway arch bridge with the concrete - filled in steel tube, which main span is 76 m. the construction, arch type, structural analysis, and section determination of this bridge are introduced

    文摘:西安安康鐵路廟溝大橋主橋為主跨76m的下承式鋼管混凝土拱橋,介紹了該橋的構造、拱型、結構分析、截面擬定等主要設計思想。
  7. In order to solve those problems, this article adopts the energy method to analyze the stability of the major frame of steel arch gate to make up the weakness in the current standards and found the calculating models of the stability of the whole major frame of the steel arch gate. it also presents the general formula for calculating the eigenvalue and the precise equation of the calculating the length coefficient of the steel arch gate frame by using the energy method and choosing the proper experiment function

    本文主要採用能量法對弧形鋼閘門主框架線彈性穩定性進行分析與研究,建立單柱概化弧形鋼閘門主框架整體穩定的計算模型,並通過選擇合適試解函數,應用能量法給出特徵值方程及弧門框架穩定性計算長度系數精確解的公式,提出一個基於該模型方便工程設計的實用計算公式。
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