| 钢管混凝土柱、RC梁板节点拟静力三向加载试验研究 |
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| 引用本文： | 黄汉炎,梁宇行,李曦新,余耀胜,曾国光,周展开,姜维山,刘匀,张兴虎,许淑芳,喻磊,闫胜魁. 钢管混凝土柱、RC梁板节点拟静力三向加载试验研究[J]. 建筑结构学报, 2001, 22(6): 3-13 |
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| 作者姓名： | 黄汉炎 梁宇行 李曦新 余耀胜 曾国光 周展开 姜维山 刘匀 张兴虎 许淑芳 喻磊 闫胜魁 |
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| 作者单位： | 广州珠江外资建筑设计院,广州珠江外资建筑设计院,广州珠江外资建筑设计院,广州珠江外资建筑设计院,广州珠江外资建筑设计院,广州珠江外资建筑设计院,西安建筑科技大学,西安建筑科技大学,西安建筑科技大学,西安建筑科技大学,西安建筑科技大学,西安建筑科技大学 广东广州510060 |
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| 摘 要： | 在广州好世界广场超高层建筑工程中设计应用钢管高强混凝土柱的工程实践基础上 ,综合设计 8种钢管混凝土柱、RC梁板节点 ,进行拟静力三向加载试验 ,研究各种节点的受力性能及破坏形态 ,得到了一些有益的结论。
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| 关 键 词： | RC梁板节点 钢管柱 钢筋混凝土梁 |
| 文章编号： | 1000-6869(2001)06-0003-11 |
| 收稿时间： | 2001-12-05 |
| 修稿时间： | 2001-12-05 |
Study on Quasi-static 3D Loading Test for Concrete-filled Steel Tubular Column and RC Beam-slab Joints |
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| HUANG Hanyan,LIANG Yuxing,LI Xixin,YU Yaosheng,ZENG Guoguang,ZHOU Zhankai,JIANG Weishan,LIU Yun,ZHANG Xinghu,XU Shufang,YU Lei,YAN Shengkui ( Guangzhou Zhujiang Foreign Capital Design Institute of Architectur. Study on Quasi-static 3D Loading Test for Concrete-filled Steel Tubular Column and RC Beam-slab Joints[J]. Journal of Building Structures, 2001, 22(6): 3-13 |
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| Authors: | HUANG Hanyan LIANG Yuxing LI Xixin YU Yaosheng ZENG Guoguang ZHOU Zhankai JIANG Weishan LIU Yun ZHANG Xinghu XU Shufang YU Lei YAN Shengkui ( Guangzhou Zhujiang Foreign Capital Design Institute of Architectur |
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| Affiliation: | 1 Guangzhou Zhujiang Foreign Capital Design Institute of Architectur |
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| Abstract: | Through the practical design and application of high strength concrete filled steel tubular columns in the highrise project of Guangzhou Peace World Plaza, eight concrete filled steel tubular column and reinforced concrete beam slab joints, which are of different types, have been designed and tested under quasi static three dimensional loads. The load bearing behavior and failure modes of these joints have also been studied in this paper. |
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| Keywords: | steel tubular column reinforced concrete beam RC beam slab joint |
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