橋式跨接 的英文怎麼說

中文拼音 [qiáoshìkuàjiē]
橋式跨接 英文
brioge
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : 動詞1 (抬起一隻腳向前或向左右邁) step; stride 2 (兩腿分在物體的兩邊坐著或立著) bestride; stra...
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  1. Abstract : interchange bridge is an important part of interchange, and it affects the overall view of interchange. this paper summarizes the characteristics and design acquirements first, and then the outline of bridge aesthetics from both the overhead structure and the supporting structure, in order to guide, evaluate and intact the planning and designing of interchange

    文摘:立交是互通立交的主要組成部分,影響立交整體美觀.筆者首先闡述互通立交的美學特徵及美學設計要求.然後從上部構造和下部構造等方面來說明立交的美學要點,力求從立交美學角度來指導、評估和完善立交規劃與設計
  2. In allusion to section modality and transverse joint of common span bridges, we choose two kinds of calculating theories in transverse distributing calculate process : the theory of rigidity crossbeam and the theory of hinged girder and slab. making the use of the theory of optimized design, i constitute mathematics model and choose appropriate calculated method. and find the form and detail dimension of section when beams of the bridge satisfy bending moment ^ shearing force and torsional moment

    在用橫向分佈理論計算單梁扭矩過程中,針對現有常用梁的截面形和橫向連狀況,選取了兩種計算理論:剛性橫梁法和鉸梁(板)法,利用結構優化設計原理,建立主梁承載力的數學模型,選擇合適的優化計算方法,得出在滿足彎剪扭承載力要求時主梁的細部尺寸。
  3. The conclusions are list as follows : ( 1 ) the mechanical properties of different parts of the bridge are as follows : arch is under the combined action of compression and bend ; open spandrel beam is under the combined action of tension and bend ; close spandrel beam is under the combined action of compression ( or tension ) and bend, but the axis force is small

    本文得出的結論如下: ( 1 )空腹剛架拱的受力兼具梁和拱的特點。結構各部位的受力特性如下:斜腿為壓彎作用;空腹段梁體為拉彎作用;中實腹段梁體為壓彎作用或拉彎作用,但軸向力較小,受力更近純彎構件。
  4. In the end, the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ), which span is 198m, is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation. the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed, in which the dead load and the live load are assembled according to the criterion. on the other side, the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched

    最後,將本文所提出的三維非線性分析方法及其主要研究成果直應用於198m勁型骨架鋼管混凝土拱「淳安威坪大」的分析計算中,對該在最不利恆載和活載組合下的一般特徵值失穩系數和非線性屈曲系數進行了對比研究,並對一期恆載長期作用下該的徐變變形、附加應力以及截面應力、應變重分佈規律分別進行了深入研究。
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