| 王海生.钢纤维-钢骨砼梁柱节点抗震性能的试验研究[J].南华大学学报(自然科学版),2004,(3):67~71.[.Aseismic Bechaviour of Steel Fibre and Steel Reinforced Concrete Joints Under the Cyclic Reversed Loading[J].Journal of University of South China(Science and Technology),2004,(3):67~71.] |
| 钢纤维-钢骨砼梁柱节点抗震性能的试验研究 |
| Aseismic Bechaviour of Steel Fibre and Steel Reinforced Concrete Joints Under the Cyclic Reversed Loading |
| 修订日期：2004-07-20 |
| DOI： |
| 中文关键词: 钢纤维-钢骨砼 混凝土 梁 柱 节点 抗震性能 |
| 英文关键词:Steel Fiber-Steel Reinforced Concrete,beam-column subasemblage,aseismic behavior,bond deterioration |
| 基金项目: |
| 王海生 |
| 湖南大学土木工程学院,湖南长沙410082 |
| 摘要点击次数: 629 |
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| 中文摘要: |
| 通过对两个由钢纤维—钢骨混凝土柱与钢纤维混凝土梁构成的框架节点在低周反复荷载作用下的试验，表明这种组合框架节点具有良好的抗震性能．对于如何更有效的增强节点的抗震性能进行了阐述。 |
| 英文摘要: |
| A new structure of composite joints with SF-SRC columns and SFRC beams is presented. Test results of 2 joints under the cyclic reversed loading show that this method is reliable and its aseismic behavior is also good.This paper also analyse how to build up aseismic behavior of joints. |
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