| 1. | A research of the crack propagation of concrete non - standard three - point bending beam by photo - elastic method
光弹性贴片法研究混凝土非标准三点弯曲梁裂缝扩展过程 |
| 2. | The elastic methods are beam - columns method , the pseudo load method , the pseudo lateral load method , the iterative gravity load method and the negative rigidity method
常用弹性分析的方法有：梁柱法、虚拟荷载法、虚拟侧向荷载法、迭代重力荷载法和负刚度法。 |
| 3. | Chapter 3 studies a new elastic matching algorithm for on - line recognition . at the beginning , an adaptive shape normalization methods is introduced , and then , the classical elastic method is analyzed
第三章中主要研究了一种弹性匹配算法，并将其用于单笔划图形的识别。 |
| 4. | First , this article use the theoretical t - z curve to simulate the single pile ' s working status , compared with the elastic method , the layered soil ' s property can be better thought over
首先在理论t ? z法的基础上计算了单桩的p ? s曲线，与弹性理论法相比， t ? z曲线法能更好地考虑土的成层性。 |
| 5. | The pile analysis method includes elastic method , simplified model method , and shearing deformed method . of course , as one type of numerical method , finite element method is used more than boundary element method
具体分析方法包括弹性理论法、简化模型法、数值分析方法。模型简化法包括荷载传递法和剪切变形法。 |
| 6. | Adopting the viscous - elastic method of energy conversion , the stress , strain and fracture distribution or evolvement rules of the composite structure of steel bridge deck asphalt mixture surfacing were explored
采用粘弹性损伤模型的能量转换方法对钢桥面沥青混合料铺装层应力场、应变场及损伤场分布状况进行研究。 |
| 7. | A quasi - elastic method was proposed to decide the maximum load of rigid pavements under static load on the basis of experiments of reduced scale slabs , which was the key point for the similitude law to be used practically
在此基础上给出了基于缩尺板试验的确定刚性路面板静载下的极限荷载的半弹性方法。这是相似规律能应用于工程实际的关键一步。 |
| 8. | In order to take the influence of the internal force from translation into consideration , the design of in - plane buckling of unbraced frames adopted a new second - order elastic method to calculate the structural internal force , e . g . the imaginary horizontal loads method
为考虑变形对内力的影响，对无支撑框架的平面内稳定计算提出采用假想水平荷载法进行二阶弹性内力分析，以与国际上钢结构设计相接轨。 |
| 9. | The results from the elastic method and the elasto - plastic method presented in the paper agree better with test results than those from changing - section method and simple plastic method , and it is more superior in calculating the resistance to shear for the proposed methods
用本文提出的组合梁弹性计算方法和弹塑性计算方法比换算截面法和简化塑性法算出的结果与试验结果吻合更好，在抗剪承载力的计算上本文理论更显优越。 |
| 10. | ( 3 ) based on the working performance and mutual influence of the system of pcc pile - soil - cushion , pcc pile composite foundation is discussed in elastic method . a new calculation method of composite modulus of the pcc pile composite foundation is developed . furthermore , pile - soil stress ratio and settlement can be derived from the proposed method in this paper
( 3 )基于pcc桩?土?垫层所组成的一个工作体系，综合考虑各部分的工作特性及相互影响，对pcc桩进行整体分析，建立桩体平衡方程，考虑pcc桩在褥垫层及下卧层中的上、下刺入量对复合模量的影响，并通过迭代的方法最后确定桩体模量发挥系数，提出了一种求解pcc桩复合地基模量的计算方法，进而得到pcc桩复合地基的沉降计算和桩土应力比公式。 |
