compression member 中文意思是什麼

compression member 解釋
抗壓構件。

  • compression : n. 1. 壓縮；壓緊；濃縮，緊縮。2. 加壓；壓抑。3. （表現的）簡練。4. 應壓試驗。
  • member : n 1 （團體的）一分子，成員；會員；社員；議員；委員。2 政黨支部。3 手足，肢體；身體各部，（人及動...
  1. Allowable slenderness ratio of timber compression member

    受壓木構件容許長細比
  2. Influence coefficient for load bearing capacity of compression member

    受壓構件承載能力影響系數46
  3. Compression member with large eccentricity

    大偏心受壓構件32
  4. Compression member with small eccentricity

    小偏心受壓構件32
  5. Calculating area of compression member

    受壓構件計算面積67
  6. Study on symmetric and asymmetric reinforcement problems of compression member

    受壓構件的對稱與非對稱配筋分析
  7. Calculation of eccentric compression member with ring section in non - uniform reinforcement

    鋼筋混凝土小偏心受壓構件對稱配筋截面設計
  8. Direct calculation of symmetric reinforcement for rectangular cross sectional little eccentric compression member

    矩形截面小偏心受壓構件對稱配筋的直接計算
  9. It is determined that with accurate knowledge of the complete stress - strain curve of concrete in compression, steel in tension, and with an iterative computerized non ? linear method, it is possible to predict the entire moment - curvature, moment - flexural rigidity and axial rigidity relation ship of a cross - section of a structure member

    可以確定，只要知道混凝土受壓和鋼筋受拉的完整的應力應變關系，採用選代的非線性計算方法，就有可能預測結構截面彎矩一曲率、彎矩一彎曲剛度和軸向剛度的關系。
  10. Lastly, the minimum permission reliability index is offered by the method of " calibration method " which makes back calculation out of the bending resistance reliability and the compression resistance reliability of the reinforced concrete member in norm

    最後，根據「校準法」反演計算現行設計規范中鋼筋混凝土結構抗彎、抗壓可靠度指標以確定在用橋梁結構體系的最低目標可靠度指標。
  11. In the current criteria, the principal parameters are given from linear elasticity analysis. the effects of cumulation in elasto - plastic working stage is hardly analysis. the stiffness calculation of current eccentric compression member is not specialy stipulated, with the result that the calculation of internal forces are crude

    指出《規范》公式中的主要參數均基於線性（彈性工作階段）分析，對結構實際工作階段（包括彈塑性、塑性工作階段）由於損傷累積而引起結構性能的變化涉及較少，對常見的偏壓構件的剛度計算也未作專門規定，這使得以往內力計算較為粗糙。
  12. The possible shear of the upper chord will change beam from flexural member to member under flexure and compression force. this is emphasised through design example. as a result ， we find that composite floor system is good for reducing the height of floor system

    在組合樓蓋體系設計中，筆者指出，可能的桁架弦桿剪力會使作為桁架弦桿側向支承的梁由彎曲構件變為壓彎構件，這是在與桁架體系相適應的樓蓋體系設計中應該注意的一個環節。
  13. After having analyzed the common test methods of working stress briefly, the boring - electrical test method is proposed to test the working stress of rc compression member

    對工程中常用工作應力測試方法進行了簡要分析，提出利用鉆孔電測法測試鋼筋混凝土受壓構件的工作應力。
  14. Bearing capacity experiment research on reinforced concrete column member in axis compression corroded in seawater

    海水侵蝕下鋼筋混凝土軸心受壓柱承載力試驗研究
  15. Calculation of reinforced concrete member ' s strenght with hollow rectangular section under eccentric compression

    鋼筋混凝土矩形空心截面偏心受壓構件強度計算探討
  16. Precision calculating method of normal bearing capacity of reinforced concrete eccentric compression member with circular section

    鋼筋混凝土受彎構件正截面承載力簡便計演算法
  17. The member bearing compression in the truss could be regard as a battened column with the single axis of symmetry

    這種角鋼桁架中的受壓件在結構上是一個單軸對稱綴板柱。
  18. The paper puts great emphasis on studying the mechanical performance and the carrying capacity of concrete - filled steel tubular ( cfst ), verifies the cyclo - hoop effect which steel tubular has exert to the concrete in cfst through the tridimensional finite element analysis of the entity of the arch rib, and proves that the cyclo - hoop effect is utilized to increase the axial compression cfst member carrying capacity

    本文著重研究了鋼管混凝土結構的力學性能及承載能力，通過對拱肋實體所作的三維有限元分析，驗證了鋼管混凝土拱橋中鋼管對混凝土的環箍效應，證明了由於環箍效應的存在，使內填式鋼管混凝土軸壓承載力大大提高。
  19. The working stress of the rc compression member in existing structures can be calculated through measuring strain change before and after drilling the hole, determining the compressive strength and elastic modulus of concrete through the drilled sample and combining the calculating results of the finite element method

    該方法通過測試鉆孔前後孔邊應變的變化，利用鉆取的芯樣推定混凝土的抗壓強度和彈性模量，再結合有限元計算分析，得到已建結構中鋼筋混凝土受壓構件的工作應力。
  20. These results demonstrate that the effect of improving the bearing load of structure is very good by strengthening the member of eccentricity compression under pre - stress. the ultimate bearing capacity of strengthened column is closely related to the eccentricity distance. in the condition of eliminating the lagging strain of angle iron, the magnitude of pre - stress putting on the angle iron has litter impact on the ultimate bearing capacity of structure

    偏心受力構件的有限元計算結果表明：預應力法加固偏心受力構件，其對結構承載力的提高效果顯著；加固柱的最大承載力與柱的偏心距有密切關系；在消除角鋼應變滯后的條件下，對角鋼施加預應力的大小對結構最終承載力無明顯影響。
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