spandrel 中文意思是什麼

spandrel 解釋
n. 名詞 【建築】（三角）拱肩，拱上空間；上下層窗空間。

  1. The zhaozhou bridge built in the daye period ( 605a. d. -618a. d. ) of the sui dynasty ( 581a. d. - 618a. d. ), with a clear span of 37 metres and small arches within the main arch, was the earliest spandrel arch bridge and also the longest stone arch bridge in the world.

    中國隋朝大業年間（公元605-618年）建成的趙州橋，凈跨37米，主拱圈上敷設小拱，是世界上最早的空腹拱橋，也是當時世界上跨度最大的石拱橋。
  2. General construction scheme of rigid - frame open spandrel aarch bridge

    空腹式剛架拱橋總體施工方案
  3. 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
  4. 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
  5. 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
  6. 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
  7. 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
  8. Static and dynamic behavior of three - span continuous prestressed concrete rigid framed arch bridges without spandrel members

    三跨連續無腹桿預應力混凝土剛架拱橋的靜動力特性
  9. Three - dimensional finite element analysis of spandrel groove high slope stability of xiluodu hydropower station in jinsha river, china

    溪洛渡水電站拱肩槽高邊坡穩定性的三維有限元分析
  10. It also investigates the effect of secondary torque, the characteristics of moment redistribution subjected to reversed cyclic loading, and the role of spandrel beams in the overall response

    著重討論了預應力次扭矩對結構受力的影響、水平荷載作用下結構的彎扭分配規律以及如何進行邊主梁的合理設計等問題。
  11. 6. the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams, the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered, ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member. except the geometric nonhineaicty. consideration of double nonlinearities about materials an

    6 、將分段截面離散的屈服面模型法應用於裙梁，考慮剪力剪切變形對材料非線性的影響，將錨固區鋼筋的粘結滑移看成構件的邊界非線性，不考慮幾何非線件，建立了裙梁考慮村料、邊界雙重非線性的空間滯回曲線分析模型。
  12. Consideration of the additional axial, two angular deformations generated by the bond slipping in anchorage zones of joints, the assumption is made, that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements. additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements. the space bond slip relation can truly compute bond slip in anchorage zones, additional def ? rmatinns, and their contribution to the space nonlinearity of a niember, has used iii space nonlinear analysis of columns and spandrel beams in this dissertation

    附加變形對塑性子區域的剛度貢獻，看作是塑性子區域的邊界非線性，建立了構件端部子區域基於構件邊界非線性的鋼筋與砼之間的空間粘結滑移關系，能較真實地求得錨固區的粘結滑移、附加變形以及他們對構件空間非線性性能的貢獻，並運用於柱、裙梁的空間非線性分析之中。
  13. It consists of four spandrel neon bands, each representing 15 minutes, and the colour changes from top to bottom. when the four bands are of the same colour, an hour has passed. more than an innovative clock, lightimetm has become a new symbol of hong kong in a similar way to which the eiffel tower reminds people of paris

    這個報時器會在不同的時段內顯示不同的顏色，它包括四截拱肩型的霓虹光管，每截光管由上而下順序在十五分鐘內轉色，直至四截都轉為同一個顏色，便代表已過了一小時。
  14. Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station. and the engineering geological conditions of rock mass are carefully studied in the paper. the modified csmr are adopted to perform the classification of the slope rock mass, the results of which are combined with the macroscopic stability of the high slope. on the basis of these, the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope

    本文在闡明錦屏一級水電站壩區巖體的形成和演化特徵的基礎上，詳細研究了拱肩槽高邊坡巖體的結構特徵及岸坡巖體淺表生改造特徵，建立了岸坡巖體淺表生改造與岸坡演化模式，分析研究了巖體的物理力學性質，採用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究，在此上基礎之上，採用地質分析判斷和有限元分析等方法，對高邊坡整體穩定性進行了系統分析、計算與評價；應用塊體理論對高邊坡的局部穩定性進行了分析計算，確定局部不穩定塊體的規模、出露范圍，從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。
  15. The zhaozhou bridge built in the daye period ( 605a. d. - 618a. d. ) of the sui dynasty ( 581a. d. - 618a. d. ), with a clear span of 37 metres and small arches within the main arch, was the earliest spandrel arch bridge and also the longest stone arch bridge in the world

    中國隋朝大業年間（公元605 - 618年）建成的趙州橋，凈跨37米，主拱圈上敷設小拱，是世界上最早的空腹拱橋，也是當時世界上跨度最大的石拱橋。
  16. The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed

    5 、提出了採用常用的結構計算軟體計算薄壁箱體現澆混凝土空心樓蓋設計的方法，提出了邊梁和中梁剛度放大系數的建議。
  17. 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。
  18. At last, it discusses the method of designing the spandrel beams properly, including the reduction of spandrel - beam - torque and the flexural strength ratio between columns and beams. results from the tests show that the effect of secondary torque, especially the anti - symmetry, exists in the structure during the whole testing

    試驗結果表明，預應力次扭矩對結構受力的影響，存在於整個受力階段，其對結構受力的反對稱效應是比較明確的，尤其對邊主梁的受扭影響。
  19. ( 5 ) for segmental bridge, creep will cause secondary force because of changing of the system. creep has slight influence on the distribution of internal force of rigid - frame, but has great influence on the spandrel beam

    （ 5 ）對于採用分階段節段施工的橋梁，由於存在體系變化，徐變不僅對結構的變形有影響，而且還將產生徐變次內力。
  20. Circular arch is rational for big rise - span ratio, but each has his strong point for small rise - span ratio. ( 3 ) the common used rise - span ratios are 1 / 6 - 1 / 12. by the decrease of rise - span ratio, the internal forces are increasing linearly except of the moment of open spandrel beam

    （ 3 ）空腹式剛架拱橋的矢跨比一般為1 6 1 12 ，隨著矢跨比的減小，除了空腹段加勁梁的彎矩值線性減小外，其餘截面的內力值均為線性增大。
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