open-spandrel arch bridge 中文意思是什麼

open-spandrel arch bridge 解釋
開腹拱橋
  • open : adj 1 開著的，開放的；可進入的，可分享的 （to）; 無蓋的，敞口的；敞開的；展開的；開的；開闊的，開...
  • spandrel : n. 【建築】（三角）拱肩，拱上空間；上下層窗空間。
  • 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）...
  • bridge : n 1 橋，橋梁；【造船】艦橋，船橋。2 鼻樑；（假牙上的）齒橋；【音樂】弦柱，弦馬；【電學】電橋；【...
  1. Static and dynamic test of open spandrel rigid - framed arch bridge under vehicle loading

    空腹式剛架拱橋的車輛荷載靜動力試驗
  2. Three - dimensional photoelastic test of beam - arch joint of open spandrel rigid - frame arch bridge

    空腹式剛架拱橋梁拱節點三維光彈性試驗研究
  3. Temperature measuring and study of open spandrel rigid - framed arch bridge with box cross section

    箱型截面空腹式剛架拱橋溫度場的實測與研究
  4. Spatial static behaviors analysis on beam - arch joint of new - type rigid - framed arch bridge with open spandrel

    空腹式新型鋼架拱橋梁拱節點空間受力分析
  5. General construction scheme of rigid - frame open spandrel arch of youxizhou minjiang river bridge in fuzhou

    福州尤溪洲閩江大橋空腹式剛架拱總體施工方案
  6. Through the finite element method, this paper compares some variable parameters such as the arch axis, the rise - span ratio and the ratio of spans, which influence the mechanical performances of open spandrel rigid - framed arch bridge. then it summarizes the mechanical properties of this bridge type and the optimal range of these parameters. the plexiglass model test validates the correctness of the finite element method used in this paper. the study will provide reference for the design of this new bridge type

    本文採用有限元方法對影響空腹式剛架拱橋受力性能的主要參數：拱軸線型、矢跨比及跨徑比進行了比較分析，總結了這種橋型的結構受力特點以及拱軸線型等參數的合理范圍，為這種新橋型的工程設計提供參考，並通過有機玻璃模型試驗驗證了有限元分析的正確性。
  7. 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 ）空腹式剛架拱橋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；中跨實腹段梁體為壓彎作用或拉彎作用，但軸向力較小，受力更接近純彎構件。
  8. Open spandrel rigid - framed arch bridge is the development of traditional rigid - framed arch bridge during its application in china. it utilizes and develops the mechanical performances and advantages of arch and rigid - frame

    空腹式剛架拱橋是剛架拱橋在我國應用中的一個新發展，它在受力方面兼有拱和梁式剛架的特點，且充分利用和發揮了二者在力學性能上的各自特點和優勢。
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