| 1. | The computational load versus deflection curves agree with the test results
计算得到的荷载?挠度曲线基本吻合试验曲线。 |
| 2. | A method of differential equation using in restoration to deflection curve for solution of displacement of beams
挠曲线复位的微分方程解法求梁的位移 |
| 3. | Load deflection curves and deformed shapes are got by finite element analysis . through complex model , we also get von - mises stress cloud diagram of specimen components
其中根据考虑细节的复杂有限元模型的ansys分析结果，笔者还画出了各构件的应力云图。 |
| 4. | 3 . the test study indicates that the load - deflection curves of frp reinforced concrete beams reinforced can be divided into two linear stages through the boundary point of initial cracking
试验研究表明，纤维增强塑料筋混凝土受弯构件的荷载挠度曲线以截面初裂为界限点分为两个线形阶段。 |
| 5. | Based on the test results , the ultimate load - carrying capacity , mode of failure , cracking behavior and load versus mid - pan lateral deflection curves of the strengthened specimens are summarized and analyzed
在试验的基础上，对加固构件的极限承载力、破坏形态、裂缝分布以及荷载跨中桡度曲线等进行了总结和分析。 |
| 6. | According to the behaviors of diagonally - loaded frames , effects of infill material property and frame stiffness on performance of infilled frames are investigated . 2 . based on result of lateral actions test , gives load - deflection curves for infilled frames
对斜向加载的墙板单元进行了试验研究，分析了填充块材料性能、框架梁柱刚度等因素对墙板单元力学性能的影响。 |
| 7. | Crack development and failure modes , longitudinal reinforcement strain distributions and load - deflection curves were compared as a result in order to evaluate the validity of the disturbed stress field model to analyse such deep simply supported beam
通过与试验结果的对比，在开裂形态、破坏形式、纵筋应变分布及荷载位移曲线等局部与整体反应层次上，评价了扰动应力场模型模拟深受弯简支梁受力性能的适用性。 |
| 8. | And the calculated results closely coincide with experimental results . furthermore , the paper , through applying the improved algorithm to the load - deflection curve and secondary load , also the calculated curves closely coincided with experimental results ( showed as chart 3 . 17 - 3 . 20 )
本文还将改进的算法运用于粘贴加固受弯构件的荷载?挠度曲线和二次受力问题的计算中，得出与试验结果吻合较好的计算曲线(图3 . 17 3 . 20 ) 。 |
| 9. | The increment - iteration solution strategy is adopted in the nonlinear finite element analysis . arc - length method and the incremental plastic reversibility procedure are used to find the complete load - deflection curve and deal with elastic unloading occurring in elasto - plastic analysis
有限元分析中采用增量?迭代方法，结合弧长法和塑性增量可逆的假定，可以计算出完整的荷载位移曲线，并考虑弹塑性问题中可能出现的弹性卸载问题。 |
| 10. | According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability , and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution , we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
根据平面刚架稳定性能量法特征值方程(通式) ，考虑弧形钢闸门主框架柱的柱端约束的特殊情况，求出挠曲线函数(试解函数)通解，得到弧形钢闸门主框架柱稳定性计算长度系数方程。其中弧门主框架主横梁式形框架的临界荷载比较现行规范推荐的有限元法简单方便、结果精确及物理概念明确等优点。 |
