| 1. | Ratio of height to sectional thickness of wall or column
砌体墙柱高厚比48 |
| 2. | Allowable ratio of height to sectional thickness of masonry wall or column
砌体墙柱容许高比 |
| 3. | Experimental research on shear bearing behavior of reinforced masonry wall
混凝土小砌块配筋砌体墙片抗剪性能试验研究 |
| 4. | Experimental research on bending bearing behavior of reinforced masonry walls
混凝土小砌块配筋砌体墙片的抗弯性能试验研究 |
| 5. | Modified coefficient for allowable ratio of height to sectionalthickness of masonry wallokok . org
砌体墙容许高厚比修正系数47 |
| 6. | Brick masonry wall
砖砌体墙42 |
| 7. | In seismic behavior confined shale brick masonry wall can be a good substitute for confined clay brick masonry wall
在抗震性能上页岩砖完全可以取代粘土砖作为约束砌体墙的砌筑材料。 |
| 8. | According to the re1ated suppositions and formu1as , the experiments about the effects of 1oad difference between vertica1 and horizontal masonry wa11s to top cracks are drocessed
根据相关的假定和公式，进行了砌体墙体竖向压缩变形差异对顶层裂缝影响的试验。 |
| 9. | Experiment results show that prestressing force can greatly improve masonry crack - resistance behavior and the carrying capacity of crack - resistance is greatly improved after being prestressed
试验表明对砌体墙施加预应力，大大提高了墙体的开裂荷载，改善了砌体结构的抗裂性能。 |
| 10. | The experiments of 9 pieces of confined shale brick masonry walls subjected to low - cyclic reversed horizontal load were carried out , and the failure characteristics , seismic behavior and lateral - resisting bearing capacity of this kind of walls were studied
摘要通过9片约束页岩砖砌体墙的低周反复水平荷载试验，研究了约束页岩砖砌体墙的破坏特征、抗震性能和抗震受剪承载力计算公式。 |
