The calculation formula of flexural load capacity of steel beams is obtained by using the error transfer formula of mathematical statistics.
运用数理统计学的误差传递公式，推导出了钢梁截面抗弯承载力统计参数的计算公式。
A numerical simulation program for flexural load effects of rc beams was compiled based on the theory of reinforced concrete and finite element software ANSYS.
根据钢筋混凝土理论和ANSYS有限元软件编制了实验梁受弯荷载效应模拟计算程序。
The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.
通过实际算例同其他公式相比较分析，给出了一种实用方便的正截面极限承载力验算公式。
The initial load is hardly influence the flexural bearing capacity of CFRP-strengthened RC beams.
梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。
The experimental results indicate: GFRP strengthening can effectively increase the out-of-plane flexural capacity and ductility of brick walls, namely, improving the ultimate load-carrying capacity.
由试验结果分析可知，采用GFRP对带壁柱砖墙进行加固，可以有效地提高砖墙的平面外抗弯能力和延性。
The load and displacement curves is linear at the early stages of the flexural deformation, the dry samples have a little fluctuation before reach the load peak.
在弯曲变形的前期，载荷和位移曲线都成线性变化，干态试样在载荷达到峰值之前会出现小的波动。
We select Polynomial as the flexural function and obtain an analytical formula for calculating the critical load.
选取多项式作为试函数，得到了计算临界载荷的解析公式。
Formula for internal resistance ratio under a quick section - load, expressions on sectional flexural torque and shear force when rod bent are given.
给出了截面快速加载下的内阻比计算公式，以及杆件弯曲时截面弯矩、剪力的表达式。
The relation between load and displacement is deduced by approximately differential equation of flexural curve and the error resulted from this estimation is given out.
应用挠曲线近似微分方程，推导了线切割结构的载荷与位移关系，并给出了由于微分近似导致的误差。
Through the load-deflection curves of SFRC, the effects of fiber kinds and fiber content on the first-crack strength and the flexural toughness of SFRC were contrasted with those of concrete.
借助弯曲荷载-挠度全曲线，分析了纤维掺量和类型对韧性指数和初裂荷载的影响。结果表明，钢纤维混凝土的抗弯初裂强度、极限强度和弯曲韧性均随纤维掺量的增大而提高。
In this paper, the effect of changing axial load on the behaviour of reinforced concrete flexural section is described with the results given by beam tests and computer-based analysis.
本文通过试验研究与计算分析，提出了在变轴力作用下钢筋砼受弯截面的强度与曲率变化的一般规律。
In this paper, the effect of changing axial load on the behaviour of reinforced concrete flexural section is described with the results given by beam tests and computer-based analysis.
本文通过试验研究与计算分析，提出了在变轴力作用下钢筋砼受弯截面的强度与曲率变化的一般规律。
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