| SRC十字异型节点试验研究 |
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| 引用本文： | 李晨,白国良,朱佳宁.SRC十字异型节点试验研究[J].低温建筑技术,2010,32(10):36-38. |
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| 作者姓名： | 李晨 白国良 朱佳宁 |
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| 作者单位： | 西安建筑科技大学,西安710055 |
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| 摘 要： | 以某一大型火力发电厂主厂房混合结构体系为原型,建立6个型钢-钢筋混凝土组合结构十字异形节点缩尺模型,进行了拟静力抗震性能试验研究,研究了轴压比、错层高度、约束剪力墙及结构组合形式等对节点抗震性能的不同影响。
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| 关 键 词： | SRC 抗震性能 试验研究 异型节点 |
EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRC ABNORMAL CROSS JOINTS |
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| LI Chen,BAI Guo-liang,ZHU Jia-ning.EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRC ABNORMAL CROSS JOINTS[J].Low Temperature Architecture Technology,2010,32(10):36-38. |
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| Authors: | LI Chen BAI Guo-liang ZHU Jia-ning |
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| Affiliation: | (Xi＇an University of Architecture and Technology,Xi＇an 710055,China) |
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| Abstract: | We conducted a quasi-static experimental study on seismic behavior of 6 abnormal SRC cross joints,which derived from hybrid structure system of a large-scale thermal power plant main building.The differences between the SRC joints and RC joints are discussed.According to the experimental data analysis,we compared the kinds of parameters which may have influence on the seismic performance of these joints. |
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| Keywords: | steel reinforced concrete seismic performance experimental study abnormal joints |
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