| SRC-RC转换柱抗震性能的试验研究 |
| |
| 引用本文： | 吴健,邵永健,薛建阳,伍凯. SRC-RC转换柱抗震性能的试验研究[J]. 建筑技术, 2012, 43(5): 423-427 |
| |
| 作者姓名： | 吴健 邵永健 薛建阳 伍凯 |
| |
| 作者单位： | 1. 苏州科技学院,215011,江苏苏州
2. 西安建筑科技大学土木工程学院,710055,西安 |
| |
| 摘 要： | 通过对剪跨比为2.5的10根SRC-RC转换柱和1根钢筋混凝土柱的低周反复载荷试验,研究SRC-RC转换柱在压、弯、剪共同作用下的抗震性能。以型钢延伸长度、轴压比、配钢率为试验参数,分析了试件的主要破坏形态、滞回曲线、耗能性能和延性,并详细探讨了各参数对SRC-RC转换柱抗震性能的影响。
|
| 关 键 词： | SRC-RC竖向混合结构 SRC-RC转换柱 过渡层 抗震性能 |
EXPERIMENT AND RESEARCH ON SEISMIC PERFORMANCE OF SRC-RC TRANSITION COLUMN |
| |
| WU Jian , SHAO Yong-jian , XUE Jian-yang , WU Kai. EXPERIMENT AND RESEARCH ON SEISMIC PERFORMANCE OF SRC-RC TRANSITION COLUMN[J]. Architecture Technology, 2012, 43(5): 423-427 |
| |
| Authors: | WU Jian SHAO Yong-jian XUE Jian-yang WU Kai |
| |
| Affiliation: | WU Jian, SHAO Yong-jian, XUE Jian-yang, WU Ka (1.University of Science and Technology of Suzhou, 215011, Suzhou,Jiangsu,China; 2. School of Civil Engineering, Xi＇an University of Architecture ＆ Technology, 710055, Xi＇an, China) |
| |
| Abstract: | The seismic performance of SRC-RC transition column under joint action of pressure, benmng force and shear force is researched according to low-cycle loading test of 10 pieces of SRC-RC transition columns whose shear span ratio is 2.5 and one piece of reinforced concrete column. Main destruction types, hysteretic curve, energy consumption performance and ductility are analyzed according to some test parameters, such as extension length of profile steel, axial compression ratio and reinforcement rate, etc. The influences of various parameters on the seismic performance of SRC-RC transition column are discussed in details. |
| |
| Keywords: | SRC-RC vertical composite structure SRC-RC transition column transition layer seismicperformance |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
