The trend and value of the push force , support force and moment has been found . according to the results of the numerical simulation , 6 formulas have been modified , and experiment has been carried out on the tpih equipment 根据有限元数值模拟结果对理论推导出的公式进行修正，并在813 - 500kw中频感应加热弯管机上进行了实验，获得了与实验结果吻合的修正公式，具有重要的实用价值。
The simplified calculation formula about shear resistance of story with x - bracings is established , then the revision formula of lateral stiffness after the concrete fractures is given . the calculating results are in good accord with the tested values 同时，推导了交叉支撑加固的层间抗剪承载力的简化计算公式，并给出了抗侧刚度在混凝土开裂后的修正公式，计算结果与试验值吻合较好，可用于工程实践。
The source and the regularity of deviation when erlang b formula or the corresponding channel utilization ratio formula is used in a limited user system is dissected , and the condition available of the two groups of formulas are pointed out 由此不仅揭示了爱尔兰b公式和相应信道利用率公式用于有限用户系统时会有较大偏差的根源，剖析了偏差的规律性，而且得到了适用于有限用户多信道共用系统的修正公式。
With this method , dimensionless functions and correction formula were constructed to eliminate and correct the errors arising from the dimensions ' differences and the expectation distance scales ' inconsistency which enabled comparisons among distinct non - functional conditions 通过建立无量纲化函数与修正公式，消除了因条件量纲不同而带来的影响，并统一了期望值距离刻度，使不同意义的条件指标具有了可比性。
Working mechanism of prestressing cfrp restrain fill has been analyzed comprehensively in the paper , moreover which also been proved in theory that crossrange prestressing can raise the strength of load - bearing and shock , enhance the shear resistance 论文还对预应力碳纤维路堤的工作机理进行了较全面的分析，从理论上证实侧向施加的预应力能提高路堤的承载力、抗剪强度和抗变形能力，并推导出计算总沉降的修正公式。
For the nonsmooth equation reformulation of the kkt system of the constrained optimization problem , we develop the method on the basis of a generalized newton method . we use the matrices generated by a modified bfgs formula to replace the generalized jacobian matrices in the generalized newton method 对约束最优化问题的kkt系统等价的非光滑方程组，在广义newton法的基础上，利用bfgs修正公式产生的矩阵取代广义jacobi矩阵。
In the small deflection theory , by buckling analysis , the classical buckling critical load of integrative braid composite cylindrical shells under axial compression is get . according to the experience and the results of fem , a revised formula for calculating buckling critical load is presented 在小挠度理论中，通过前屈曲分析得到了完善的编织复合材料圆柱壳在轴压情况下的经典屈曲临界载荷，根据经验及有限元计算结果，提出了计算屈曲临界荷载的修正公式。
5 . the methods of temperature - correcting on copper cylinders and copper spheres are discussed . the method of unitive temperature - correcting on plastic pressue - measuring elements is put forward for the first time . large quantities of quasi - dynamic calibration tests in different temperatures are carried out on the dropper - hammer hydraulic dynamic pressure calibration device and the unitive temperature - correcting formula which accords with the traditional correcting method is got 在落锤液压动标装置上组织了多批次的铜柱、铜球高低温准动态校准试验，探讨了建立温度误差统一修正公式的可行性，建立了测压铜球，测压铜柱符合我国传统修正方法的温度统一误差修正公式。
Based on the experimental study and theoretical analysis about the concrete members reinforced with cold - rolled ribbed bars subjected to bending , the correction formula about calculating deformation and crack width have been presented , and the calculated results relatively conform to the experimental results . the research results will be helpful to the development and application of the cold - rolled ribbed bars . 3tabs . , 6refs 在试验研究的基础上，分析了冷轧带肋钢筋受弯构件的裂缝宽度和挠度变形规律，提出了其裂缝宽度和挠度验算修正公式，修正值与实测值吻合较好，有利于冷轧带肋钢筋的进一步推广应用.表3 ，参6
6 . since the monitor precision of quasi - dynamic calibration system is very important , the model of the four channel electric pressure - measuring system in frequency domain is built up . the cause of variance is analyzed . the error function of the system is defined and the formula of correcting the system error is derived 6由于落锤液压动标装置校准系统的校准压力监测精度极为重要，本文对四路电测压力系统进行频域建模，分析了产生不一致的原因，定义了系统的误差函数及推导了统一误差模型的修正公式。
