English translation for "弯矩系数"
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- bending moment coefficients
bendingmomentcoefficients
nts
Related Translations:
核电矩: nuclear electric moment 固有矩: eigenmomentproper moment
- Example Sentences:
| 1. | Out - plane stability of tapered beam - columns with hinged - hinged end
楔形变截面柱平面内稳定及平面内等效弯矩系数 | | 2. | Steel memher beam - column
钢压弯构件等效弯矩系数 | | 3. | Coefficient of equivalent bending moment of eccentrically loaded steel memher beam - column okok . org
钢压弯构件等效弯矩系数58 | | 4. | Firstly the method of rayleigh - ritz and galerkin were adopted to analyze the beams under loading combined antisymmetric end moments with transverse uniformly distributed load theoretically , and the results were compared with that offered by kirby , p . a and nethercot , d . a , it showed that result was approximate and even lower and so to some extent the approach used in the paper is practice . secondly several principal factors that affect the beam stability were analyzed respectively , especially the shortening effect was mentioned scarely in some literature so far . at last , the author adopted the matlab to program the finite element software to analyze numerically , the results derived from it were agreed well with it
本文分别采用了rayleigh - ritz法和galerkin法从理论上分析了反对称端弯矩及横向均布载共同作用下梁的等效弯矩系数，并与kirby , p . a和nethercot , d . a分析结果进行对比，结果表明本文采用的方法得出的等效弯矩系数与其得出结果比较，在均布荷载与端弯矩比例相差不大时基本接近或偏小，说明此方法是可行的，而当均布荷载与端弯矩比例较大时，应根据均布荷载作用进行弯矩等效方法来计算。 | | 5. | In light of the elastic thin plate theory , the author induced equilibrium differential equation of bi - direction cellular slab , which was proved correct through analysis and comparison to result of ansys to with theoretical calculation . through the deflection and bending moment coefficient calculation of bi - direction cellular slab under various boundary conditions , the author brought forward the theory that the deflection of mid - span and bending moment coefficient calculation of mid - span and support of bi - direction cellular slab could be in accordance with solid plates " , which could satisfy the precision of engineering
本文根据弹性薄板理论，导出了双向空腹板的平衡微分方程，并通过理论计算和通用有限元程序ansys结果对比，验证了其正确性；通过对各类边界条件下双向空腹板挠度和弯矩系数的计算比较，本文提出：双向空腹板跨中挠度及跨中、支座弯矩可使用本文空腹板刚度公式查找现有的实心板挠度弯矩系数表进行计算，完全能满足工程精度要求。 | | 6. | The paper concerns about the beams with consideration of residual stress under loading combined antisymmetric end moments with transverse uniformly distributed load , that formula for the linearly distributed moment used in gb50017 - 2003 should be modified for the nonlinearly distributed moment , and kirby , p . a & nethercot , d . a only suggested an empirical formula . therefore , it is of theoretical and practical value to investigate it
对于本文所研究的既有端弯矩又有横向均布荷载作用且考虑截面残余应力的梁，由于其沿梁长方向的弯矩是非线性分布的，上述公式适用性有待进一步研究加以修正。而英国人kirby , p . a和nethercot , d . a .也只给出了弯矩非线性分布梁的等效弯矩系数经验公式。 |
- Similar Words：
- "弯矩塑性重分布" English translation, "弯矩图" English translation, "弯矩图, 弯矩图" English translation, "弯矩图面积" English translation, "弯矩图式" English translation, "弯矩影响线" English translation, "弯矩再分配" English translation, "弯矩增值" English translation, "弯矩中心" English translation, "弯矩中心线" English translation
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