Abstract
通过6个框架柱模型的伪静力试验，研究了香港地区未考虑抗震设防的钢筋混凝土框架柱的抗震性能。根据试验结果，讨论了轴压比、配箍率、剪跨比等参数对其抗震性能的影响，分析了水平荷载作用时塑性铰区的弯曲变形、剪切变形和纵向钢筋粘结滑移变形所产生的位移在框架柱总水平侧移中所占的比例及其变化规律。||Studies from experimental results obtained with six reinforced concrete columns tested under reciprocating load． The influence of such parameters as axial load index，aspect ratio and percentages of lateral reinforcement，on seismic performance of reinforced concrete frame column in Hong Kong and analyses the distribution relationships of flexural deformation，shear deformation and slippage of longitudinal reinforcement in joint zone.
| Original language | Chinese (Simplified) |
|---|---|
| Pages (from-to) | 6-11 |
| Number of pages | 6 |
| Journal | 哈爾濱建築大學學報 (Journal of Harbin University of Civil Engineering and Architecture) |
| Volume | 34 |
| Issue number | 2 |
| Publication status | Published - 2001 |
Keywords
- Reinforced concrete
- Frame column
- Seismic
- Plastic hinge
- Flexural deformation
- Shear deformation
- Joint
- Slippage
ASJC Scopus subject areas
- Building and Construction
- Architecture