eccentric compression 中文意思是什麼

eccentric compression 解釋
偏心受壓
  • eccentric : adj 1 【數學】不同圓心的 （opp concentric）； 【天文學】（軌道）不正圓的；【機械工程】偏心的，離...
  • 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。
  1. 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
  2. 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
  3. In the evaluation of the structural safety, the assurance coefficient of structure can be received by loading structural models, the endogen force of computation structures, the eccentric compression and the safe criterion

    結構安全性評價，通過荷載結構模型計算結構內力，並根據偏心受壓構件的安全判定標準，評價結構的安全系數。
  4. Iterative method for calculating carrying capacity of normal section of reinforced concrete eccentric compression members

    混凝土構件斜截面承載力計算方法的改進
  5. A design method of symmetrical reinforcement members subjected to small eccentric compression by secant method

    矩形截面對稱配筋偏壓柱由軸壓承載力控制配筋時的鑒別條件
  6. 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。
  7. In - plane stability capacity of i - section aluminum alloy bars under eccentric compression

    變截面楔形工字鋼簡支構件的平面外彈性穩定計算
  8. 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
  9. 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
  10. ( 5 ) the reliability analysis of concrete columns under axial and eccentric compression was performed

    5 、對混凝土軸心受壓柱和偏心受壓柱進行了可靠度分析。
  11. In this thesis, the experimental research of the behavior of high strength concrete axial compression columns and eccentric compression columns under non - uniform temperature field are conducted. from the experimental analysis, the variational regularity of ultimate load capacity and deformation of high strength concrete compression - flexure members under non - uniform temperature field is obtained. the influences of different factors including temperature, stirrup contents, strength grade of concrete, pre - loading level, eccentricity and different loading - temperature paths to refractory capability of members are investigated

    文中還對高強混凝土軸心受壓柱和偏心受壓柱在不均勻溫度場下的力學性能進行了試驗研究，通過試驗分析了高強混凝土壓彎構件極限承載力和變形在不均勻溫度場下的變化規律，考察了不同升溫溫度、箍筋用量、混凝土強度等級、預加荷載水平、荷載偏心以及荷載?溫度途徑等對構件耐火性能的影響，通過試驗量測，得到了構件的截面溫度場。
  12. Practical calculation method of normal cross section bearing capacity of r. c. column with deformed section subjected to biaxial eccentric compression loading

    異型截面鋼筋混凝土雙向偏心受壓構件正截面承載力的實用計算方法
  13. Also the failure modes and the cracking torque, original stiffness, ultimate torsion strength and ductility are discussed in this case. the factors affected torsion bearing capacity of high - strength concrete frame column is analyzed too. the seismic performances of normal - strength and high - strength concrete frame column subjected to biaxial eccentric compression, shear and reversed torque are studied

    以軸壓比和相對偏心距為主要研究參數，揭示高強鋼筋混凝土構件在單向、雙向偏壓剪單調、反復扭矩作用下的破壞特徵、開裂扭矩、剛度、強度、延性等特性，分析了影響高強混凝土框架柱抗扭承載力的因素。
  14. By model experimentation of 14 high - strength concrete frame columns subjected to axial eccentric compression, shear and humdrum torque, of 9 high - strength concrete and 3 high - performance concrete frame columns subjected to biaxial eccentric compression, shear and reversed torque, the behavior of high - strength concrete frame column in warped section are studied the first time, and the mechanism of torsion bearing capacity of high - strength concrete frame column are discussed

    通過14根承受單向壓、彎、剪，單調扭矩復合作用的高強鋼筋混凝土構件和9根高強混凝土、 3根高性能混凝土框架柱在雙向壓彎剪反復扭矩復合作用的模型試驗研究，首次研究了高強混凝土框架柱在翹曲截面上的受力行為，探討了高強混凝土框架柱抗扭性能的受力機理。
  15. By tests of 9 specimens subjected to biaxial eccentric compression, shear and reversed torque, the failure modes and the varying laws of cracking torque, original stiffness, ultimate torsion strength and ductility are discussed, with the change of axial stress level and relative eccentricity. then, the cracking bearing capacity, the ultimate capacity and the deformability of the specimens are obtained

    通過9根承受雙向偏壓、彎、剪構件在反復扭矩作用下的試驗研究，以軸壓比和相對偏心距為主要研究參數，揭示鋼筋混凝土構件中雙向偏壓剪反復扭矩作用下的破壞特徵、開裂扭矩、剛度、強度、延性等特性和耗能性能，從而確定其開裂承載能力和極限承載能力及變形性能。
  16. Study on torsional behavior of r. c. members with box sections subjected to biaxially eccentric compression and biaxial shear under reversed torsion

    低周反復扭矩下鋼筋混凝土復合受扭構件的受扭性能研究
  17. Basing on the formula and the theory on reinforced concrete cross - section ' s eccentric compression and tension, the author programs abstract composition that examine strengthened concrete cross - section ' s stress condition by matalb software

    依據導出的等效彎矩、軸力計算公式和鋼筋混凝土構件正截面偏心拉壓理論用數學軟體matlab編制了一個實用的加固梁正截面應力狀態的檢驗程序。
  18. Application of iteration method to reinforcement calculation of small eccentric compression components

    簡易法計算混凝土矩形截面受彎構件配筋量
  19. Calculation of bearing capacity of eccentric compression pile with asymmetric reinforcement and circular section

    迭代法在小偏心受壓構件配筋計算中的應用
  20. Bearing capacity of rc column with circular section strengthened by enclosure under eccentric compression

    鋼筋混凝土圓形截面偏心受壓圍套加固構件極限承載力分析
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