| 无粘结预应力板墙框架的试验研究 |
| |
| 引用本文： | 李少泉,方鄂华. 无粘结预应力板墙框架的试验研究[J]. 建筑结构, 2001, 0(5) |
| |
| 作者姓名： | 李少泉 方鄂华 |
| |
| 作者单位： | 厦门大学!361005(李少泉)，清华大学!北京100084(方鄂华) |
| |
| 摘 要： | 进行了无粘结预应力板墙框架的反复荷载试验 ,对无粘结预应力板墙框架的工作特性、无粘结预应力筋在水平荷载下的变化规律进行了分析。讨论了墙内配筋率与板墙框架强度和变形性能的关系 ,及其对板墙框架破坏机理的影响
|
| 关 键 词： | 板墙框架 无粘结预应力 反复荷载 配筋率 |
Experimental Research on Slab and Wall Frame with Unbounded Prestressing in the Slab |
| |
| Li Shaoquan Fang Ehua. Experimental Research on Slab and Wall Frame with Unbounded Prestressing in the Slab[J]. Building Structure, 2001, 0(5) |
| |
| Authors: | Li Shaoquan Fang Ehua |
| |
| Affiliation: | Li Shaoquan Fang Ehua |
| |
| Abstract: | Based on the experimental researches,the characteristic behavior of slab and wall frame with unbounded prestressing in the slab under low frequency cyclic loading have been studied.The effect of magnitude of reinforcement in the wall on the failure mechanism,the strength and the deformability,as well as the stress variation of the unbounded prestressing are carefully investigated. |
| |
| Keywords: | slab and wall frame unbounded prestressing cyclic loading magnitude of reinforcement |
| 本文献已被 CNKI 等数据库收录！ |
