| 1. | Characteristically, the strains in the plactic region are much greater than in the elastic region .
很明显，塑性阶段的应变远大于弹性阶段的应变。 |
| 2. | However , the short period of development leads many of the masonry homogenization theories based on the elastic assumption
但是，由于发展时间不长，描述这一等效过程的理论体系还主要处在弹性阶段。 |
| 3. | On basis of the experiment of a pk prestressed composite floor slab under static water , its working performances are studied and analyzed
通过pk预应力双向叠合楼盖的静水加载试验,本文对这种双向叠合楼盖弹性阶段的受力性能进行了研究。 |
| 4. | During elastic - plastic stage , the wall was equaled to a rigid frame - oblique compression bar model . during failure stage , the wall was equaled to a beam - hinged frame
弹性阶段一一复合材料等效弹性板模型;弹塑性阶段，一捆lj架斜压杆模型;破坏阶段一一梁铰框架模型。 |
| 5. | The observed information is fully analyzed , therefore we can confirm that the present running state of manwan hydroelectric power plant is elastic state . the built model is very important to carry through the later calculation
因此对观测值的处理方法进行了介绍，对漫湾电站的观测资料进行全面分析，确定出漫湾电站目前的运行状态是在弹性阶段，以及坝体与基岩之间的关系。 |
| 6. | Solid65 element in ansys software was used to analyze and simulate these beams , a comparative agreement between theory and experiment on elastic stage was found . but more researches need further to make on plastic stage
此外，用ansys有限元软件的solid65单元进行数值仿真，计算结果同试验结果进行比较，发现弹性阶段两者吻合得比较好，但在塑性阶段还有待于进一步开展研究。 |
| 7. | In the elastic term , the two load - displacement curves slope are similar , the new structure s slope is more greatly . stiffness is better than the traditional structure . but the new joint s crack load is littleer
在弹性阶段两者的荷载-位移曲线斜率相差不多，而且新的连接形式斜率还大一些，它的刚度较传统连接形式要好，但新的连接形式楼板开裂荷载稍偏低，应采取加强措施来提高开裂荷载。 |
| 8. | 2 ) to improve the elastic caculation model of composite material . based on previous study , the paper put forward two orthotropic composite material models , twice reinforced model and bi - reinforced model , and also a simplified isotropic material model for engineering
2 )密肋复合墙体复合材料计算模型的完善结合课题组前期的研究成果，就墙体在弹性阶段的复合材料问题，提出两种正交各向异性复合材料计算模型:二次单向纤维加强模型和双向纤维加强模型。 |
| 9. | From the simulation , one can concluded that different particles size could cause different failure mechanism and therefore , had profound effect on the failure mode , strength , but had less effect on the young ' s modulus of the composites
结果表明当脆性基体分别复合体积分数相同而大小不同的柔性颗粒时复合材料具有不同的破坏机制，颗粒的尺寸会显著影响材料的破坏及失稳方式，材料的宏观强度随颗粒粒径的增加而降低：但颗粒的尺寸对复合材料线弹性阶段的刚度却影响甚微。 |
| 10. | The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams , columns and outer frame as reinforcing fiber . ( 2 ) elastic - plastic stage . the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar
( 1 )弹性阶段? ?将墙体视为一种以轻质砌块为基体，混凝土肋梁、肋柱、外框为增强纤维的复合材料等效弹性板； ( 2 )弹塑性阶段? ?将墙体视为一个由钢筋混凝土刚架和与之铰接的砌块等效斜压杆组成的刚架斜压杆组合模型； ( 3 )破坏阶段? ?将墙体视为肋梁严重破损的梁铰框架模型。 |
