| 1. | Calculated length of compression bar in pile bent column pier
单排桩柱墩压杆的计算长度 |
| 2. | A new method of solving stability problems of rigid - changing compression bars on the elastic foundation
一种求解弹性地基上变刚度多支承压杆的新方法 |
| 3. | Optimal design of the stability of compression bar under the constraint of elastically hinged support at both ends
两端弹性铰支约束下压杆稳定的优化设计 |
| 4. | Besides the methods mentioned above , there are some applied methods overseas to calculate the stability of the steel compression bar
国外钢压杆稳定计算的方法除了上面提到的一些计算方法外，还有了一些较为实用的计算方法。 |
| 5. | 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。 |
| 6. | The analysis showed the strain of section is not plain under moment so that the moment is carried by force couple in the outer frame . 4 . the paper gave the rigid frame - compression bar model for practical computation
在试验研究的基础上，提出了密肋复合墙板实用设计的钢架斜压杆模型；通过线弹性有限元分析，就其优化设计进行了探讨。 |
| 7. | 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。 |
| 8. | The effects of reinforcing particle size on deformation strengthening and localization behavior of sicp / 2024al composites are investigated by making use of split hopkinson compression bar and hopkinson torison bar . the experimental results demonstrate that the strengthening effect for the small - size particle - reinforced composite is higher than that for the large - size particle - reinforced composite
实验表明：这类复合材料无论是在冲击压缩还是冲击扭转载荷下其变形强化和局部化行为都具有明显的颗粒尺寸效应，即增强颗粒尺寸越小，变形强化效果越好，越易发生绝热剪切变形局部化失稳。 |
| 9. | Based on tests of nine 1 / 2 - scaled model slabs under vertical loads , the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads . 2 . based on aseismic tests , the paper put forward a model of concrete frame , silica brick and a combination of the two , proposed that the silica brick works as a 45 compression bar , analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
通过对墙板模型的抗震性能试验研究，建立了由钢筋混凝土框格、砌块以及两者协同作用三个部分组成的承载力极限状态下的理论简化计算模型；提出了墙板中填充块等效斜压杆宽度按45度计算的统一量化标准；分析了影响墙板承载力的主要影响因素，给出了表达墙板框格层数和跨数不同的斜截面承载力实用设计计算公式。 |
