預彎梁橋 的英文怎麼說

中文拼音 [wānliángqiáo]
預彎梁橋 英文
preflex beam bridge
  • : Ⅰ副詞(預先; 事先) in advance; beforehand Ⅱ動詞(參與) take part in
  • : Ⅰ形容詞(彎曲) curved; bent; crooked; flexuous; tortuous Ⅱ動詞1 (使彎曲) curved; bend; flex 2 ...
  • : 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...
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  1. The basic theory and step of whole process analysis of reinforced concrete beam section flexural rigidity is stated, the realization program is worked out and the academic example is analyzed. 4. based on the static - state load test result of two practical projects, the application of the reinforced concrete beam system bridge structure disease examination and structure damage evaluation method is stated, and satisfaction result is gained

    1 、綜述了當前混凝土結構檢測及損傷識別的各種方法體系,並簡要評價了各方法體系的應用與不足; 2 、論述了基於靜載試驗的分段剛度系統識別的基本原理,編制了實現程序,並進行了數值算例分析,提出基於本原理的結構損傷識別與結構評價方法體系; 3 、闡述了鋼筋混凝土截面抗剛度全過程分析的基本原理和方法步驟,編制了實現程序,並進行了相關算例分析; 4 、結合兩片工程實例的靜載試驗,詳述了結構損傷識別與結構評價方法的應用過程,得到了期的效果。
  2. This paper sets up a fuzzy optimum math - model of the prestressed degree for prestressing bundle disposition of prestressed concrete continuous beam bridges, which is transformed into a clear math program by - level cut - set. by the solution of the clear math program, a succession of reasonable prestressing moments can be obtained. then it is convenient to dispose the prestressing system by only taking account of geometric factors of all controlling sections. based on this, a theory of automatic disposition of the prestressing bundles is proposed and an engineering example is given to demonstrate it

    建立應力混凝土連續應力度的模糊優化問題,按-水平截集解法,將模糊優化問題轉化為確定性的數學規劃問題.求得一較合理的消壓矩后,只需按控制截面的構造進行應力體系設計.在此基礎上提出了配束自動化的基本思想,並以一實例說明其理論應用
  3. Abstract : this paper sets up a fuzzy optimum math - model of the prestressed degree for prestressing bundle disposition of prestressed concrete continuous beam bridges, which is transformed into a clear math program by - level cut - set. by the solution of the clear math program, a succession of reasonable prestressing moments can be obtained. then it is convenient to dispose the prestressing system by only taking account of geometric factors of all controlling sections. based on this, a theory of automatic disposition of the prestressing bundles is proposed and an engineering example is given to demonstrate it

    文摘:建立應力混凝土連續應力度的模糊優化問題,按-水平截集解法,將模糊優化問題轉化為確定性的數學規劃問題.求得一較合理的消壓矩后,只需按控制截面的構造進行應力體系設計.在此基礎上提出了配束自動化的基本思想,並以一實例說明其理論應用
  4. Suggestion to post - tensioned bounded pre - stressing construction in small - radius camber arch bridges

    小半徑中后張有粘結應力施工問題芻議
  5. 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,系應力束抵抗拱端推力,吊桿及縱橫面系結構承受面荷載,既克服了傳統拱巨大的拱端推力,又改善了連續較大的矩和剪力的受力狀況,最大限度地發揮了拱混凝土和應力鋼筋各自的特點,經濟效益顯著。
  6. Post - tensioned pre - cast concrete simple - supported girder for railway bridge pro - stress

    應力混凝土鐵路簡支靜載曲試驗方法及評定標準
  7. Presently, preflex composite beam has been applied in civil buildings, highway bridges and other fields of construction

    目前,組合已開始應用於我國土木建築、公路等建築領域中。
  8. More than ten preflex composite beam bridges were designed and analyzed with this method, and excellent results were obtained

    利用該方法已完成了十余座組合的設計分析,取得了良好的計算結果。
  9. In order to accelerate the development of preflex composite beam in railway bridges and to design and construct preflex composite beam bridges of railway in our country reasonably, this thesis is from the scientific project of railway department " experiment and application research of railway preflex composite beam " and summarizes the design information and practical projects on preflex composite beam. on the basis of above works, this thesis improves computation method in analysis of railway preflex composite beam on sectional stress, deflection of mid - span, crack width and shearing resistance and programs a software " preflex composite beam bridge structure analysis system - pfsas ", which is adapt to railway bridges in our country. moreover it makes a primary research in construction techniques and structure measures

    為了迅速促進組合在我國鐵路中的發展,合理地進行我國鐵路組合的設計和施工,本文結合鐵道部科技研究開發項目「鐵路組合的實驗與應用研究」 ,在總結以往對組合力學性能研究成果及實際工程的基礎上,完善了鐵路組合的截面應力、跨中撓度、裂縫寬度和抗剪分析的計算方法;編制了適用於我國鐵路的「組合結構分析系統? ? pfsas 」軟體;並對組合的施工工藝及構造措施進行了初步探索。
  10. Cbsa ( curved box girder structural analysis ) is programmed by this method in the environment of visual basic 6. 0 and it has friendly interface and visual forms for data input. it can analyze the loads including deadweight, prestressing force and temperature in curved box girder, output influence lines and load dynamically to calculate deformation and internal force

    該程序採用visualbasic6 . 0編寫,具有友好的界面,可視化的數據輸入窗口,可以對的自重、應力及溫度荷載等進行分析,並可輸出影響線,對進行動態加載,求解活載內力及變形。
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