在试验中，预应力次弯矩是通过调整支座高度来实现的。
In the test, the prestressed secondary moment is established by adjusting middle support height.
经简化后的开裂弯矩计算公式形式比较简单，计算结果与试验结果基本吻合。
The simplified calculation formula form of cracking moment is simple and the analytical results agree well with that of experiments.
在分析试验结果的基础上，提出了确定裂缝闭合弯矩(或应力)的力学模型和计算公式。
Based on the test results, the calculation model and the method for predicting crack closing moments (or stresses) are presented.
试验结果表明，除了长细比和偏心率对试件承载能力有显著的影响外，端弯矩比对承载能力也有显著的影响。
Test results show that not only the slenderness ratio and eccentricity ratio affect the load-carrying capacity of columns, but also the end moments as well.
通过试验得出了钢梁的温度场分布、变形、轴向约束力和连接弯矩的变化规律。
From the test results, the regularities of temperature field, deflection, axial restraining force and connection moment are presented.
现今规范中的双向压弯构件的稳定验算公式中的弯矩放大系数都是套用平面内的弯矩放大系数，它是建立在有限的试验基础上的，是一个半经验半理论的设计公式。
The current biaxial bending design formula always use the moment magnifier factor of in plane bending, which based on finite tests data, it's a semi- theoretical -semi-experience formula.
利用电子计算机对弯矩—曲率曲线全过程作了理论分析，并与试验结果进行了比较，两者比较接近。
The complete moment-curvature curves are obtained from theoretical analysis by using electronic computer, and they are almost in agreement with the experimental curves.
试验表明，外包钢-混凝土组合梁负弯矩区钢筋和外包钢梁通过抗剪连接措施能有效地共同工作；
Test results indicate that effective cooperation can be achieved by the shear-resistant connection between the reinforcement in the negative moment area and the outer-plated steel beam.
试验中考虑了负弯矩筋长度和预应力度两个主要因素。
Length of negative moment reinforcement and level of prestress were the main factors of the specimens.
然后，在试验研究基础上从理论上分析了圆管式空心连续板在固定荷载下满足承载能力要求的弯矩调幅限值问题。
Then, based on the experiment, the moment modification limited value of the tubular hollow continuous slab that meets the requirement of the bearing capacity under a given load was analyzed.
试验与理论结合，研究了圆管式空心连续板的塑性内力重分布性能与弯矩调幅限值问题。
The redistribution behavior of internal plastic force and the moment modification limited value of tubular hollow continuous slab were studied through experiment and theoretical analysis.
根据混凝土的非线性本构关系，提出了粘钢加固梁的开裂弯矩、极限弯矩、刚度的计算方法，并将理论值与试验值进行对比分析。
Calculating methods of cracking moment, ultimate moment, stiffness of the beams strengthened by steel plate are offered according to the non-linear relationship between stress and strain of concrete.
通过对某型飞机后机身设计弯矩图和试验弯矩图的比较，说明了这一方法的工程合理性。
Rationality of the method is made sure by being compared design plot of bend moment with experiment plot of bend moment of certain airplane AFT fuselage.
利用该试验机对日本大发公司生产的经过圆角滚压处理的曲轴的极限承载弯矩进行了测试。
The limit bending capacity of a round-corner-rolled crankshaft is measured with the testing machine.
试验数据分析表明，合成弯矩可以分成由波浪载荷引起的低频成分以及由砰击载荷引起的高频成分。
Experimental results show that the total Vertical Bending Moment can be divided into one low frequent component due to wave loads and one high frequent component due to whipping loads.
从试验数据和计算结果中可发现，墙端铰接以及墙体的刚度变化会给内力以及变形带来显著的影响，产生的横向弯矩在量值上几乎与纵向弯矩相等。
I found that the hinged ends and the varying rigidity can affect the values of moments and displacement very much. The values of transverse moments are almost equal with longitudinal moments.
根据试验结果建立了单向板抗弯荷载有效分布宽度计算公式。计算结果和试验结果符合性较好，并提出了连续板弯矩分配系数。
On the basis of the test data, the formula of effective width for one-way slabs is deduced and the distribution coefficients of moment for continuous slabs are given.
根据试验结果建立了单向板抗弯荷载有效分布宽度计算公式。计算结果和试验结果符合性较好，并提出了连续板弯矩分配系数。
On the basis of the test data, the formula of effective width for one-way slabs is deduced and the distribution coefficients of moment for continuous slabs are given.
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