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2010年06 期
| 标题 |
| 钢筋混凝土墩柱抗剪性能的影响分析(50 卷) |
| 英文标题 |
| Analysis of influential factors concerning shear performance of reinforced concrete pier-column |
| 摘要 |
| 地震中桥梁墩柱的剪切破坏是其主要破坏现象之一。通过有限元程序ANSYS分析了钢筋混凝土墩柱的抗剪性能及其影响因素。研究表明：混凝土强度、墩柱轴压比、配箍率及墩柱高度对墩柱抗剪性能均有很大影响；墩柱宜采用较高强度等级的混凝土，同时控制轴压比在适当范围；增大配箍率 |
| 作者 |
| 新闻作者:杨雅勋，黄 华 |
| 关键字 |
