Chinese translation for "下梁"

underbeam

Example Sentences:

	1.	Local effect modification of beam element under arbitrary excitation 任意载荷激励下梁单元的局部效应修正
	2.	Nonlinear dynamics of flexible beams under rotation and axially parametric joint excitation 定轴转动与基础激励下梁的非线性动力学
	3.	The seismic analysis of beam bridge with combined excitation of vertical and horizontal shock 水平和竖向地震作用下梁桥的地震反应分析
	4.	Current design codes of the steel structure ( gb50017 - 2003 ) gave the global stability coefficients of beams under loading of the concentrated load / the uniformly distributed load / the end moments , simultaneously offered its modification factors of the linearly distributed moment 现行国家钢结构设计规范( gb50017 - 2003 )给出了集中荷载，均布荷载，以及端弯矩作用下梁的整体稳定系数。
	5.	Based on these , the failure probability ratio of flexure to shear was analyzed under the different shear strengthen coefficient , providing theory reference to proper determining shear strengthen coefficient of " strong shear weak bending " design 分析了不同剪切增强系数下，粱抗弯和抗剪失效概率的比值。以此表明在不同剪切增强系数下梁“强剪弱弯”设计的可靠性，为合理的确定剪切增强系数提供分析参考。
	6.	Gm ( 1 , h ) model , considering the temperature variation influence on long cantilever girder , is proposed to solve the fitting and predication problem of flexbility deformation for the first time . after the applications , it shows higher precision and wider application prospect in small quantity data condition . the model would be popularized for cable - stayed bridge and continuous beam bridge 本文首次提出使用gm ( 1 ， h )模型，解决考虑温度影响时长悬臂梁体挠度值的拟合与预测问题，从实际的计算结果来看，该方法应用于少数据量情况下梁体挠度值的拟合与预测，具有较高的精度和较广的应用前景，可推广到斜拉桥和连续梁桥施工挠度的预测计算中。
	7.	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。

Similar Words：

"下连合, 视后连合" Chinese translation, "下廉" Chinese translation, "下脸坠肉（眼袋）" Chinese translation, "下链" Chinese translation, "下链条" Chinese translation, "下粱" Chinese translation, "下良" Chinese translation, "下僚" Chinese translation, "下了班(的)，不在值班(的)" Chinese translation, "下了班的" Chinese translation