| 某带钢-混凝土组合桁架转换超限高层结构设计 |
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| 引用本文： | 赵宏康,戴雅萍. 某带钢-混凝土组合桁架转换超限高层结构设计[J]. 江苏建筑, 2007, 0(1): 44-47 |
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| 作者姓名： | 赵宏康 戴雅萍 |
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| 作者单位： | 苏州市建筑设计研究院有限责任公司,江苏苏州,215002 |
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| 摘 要： | 介绍了某带钢-混凝土组合桁架高位转换超限高层结构的抗震概念设计、抗震计算分析、主要抗震措施以及节点构造设计.分析表明转换桁架下弦、腹杆采用钢结构、上弦结合楼板采用钢骨混凝土结构这一能充分发挥材料各自长处的新型组合转换结构性能优良,具有十分广阔的应用前景.
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| 关 键 词： | 高层 转换 组合桁架 带钢 钢骨混凝土结构 组合转换 桁架转换 超限高层结构 高层结构设计 Truss Transfer Composite Code Building Design 前景 应用 结构性能 材料 楼板 结合 钢结构 腹杆 |
| 文章编号： | 1005-6270（2007）01-0044-04 |
| 收稿时间： | 2006-06-19 |
| 修稿时间： | 2006-06-19 |
Structure Design of a High-rise Building beyond the Code with Steel-Concrete Composite Transfer Truss |
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| ZHAO Hong-kang,DAI Ya-ping. Structure Design of a High-rise Building beyond the Code with Steel-Concrete Composite Transfer Truss[J]. Jiangsu Construction, 2007, 0(1): 44-47 |
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| Authors: | ZHAO Hong-kang DAI Ya-ping |
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| Abstract: | The paper introduces the aseismic concept design, seismic analysis, aseismic measure and detail design of a high - rise building with steel - concrete composite transfer truss which is out of the current code. The analysis reveals that the composite truss, which is made of steel bottom chords, steel web members and SRC top chords with concrete floor, could exert merit of each material. This type of structure has large practical foreground. |
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| Keywords: | high - rise building transfer composite truss |
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