| 超限复杂钢-混凝土混合结构抗震设计 |
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| 引用本文： | 侯书利,杨晓东,蒋世林,訾晓忠,黄嘉权,陈世昌,梁永乐,李俊峰. 超限复杂钢-混凝土混合结构抗震设计[J]. 建筑结构, 2011, 0(8) |
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| 作者姓名： | 侯书利 杨晓东 蒋世林 訾晓忠 黄嘉权 陈世昌 梁永乐 李俊峰 |
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| 作者单位： | 山东同圆设计集团有限公司;AECOM Asia Company Limited; |
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| 摘 要： | 结合实际工程,从结构方案、性能设计及节点设计等方面对超限复杂钢-混凝土混合结构设计进行了详细论述,并采用多种结构计算程序对其进行弹性、弹塑性分析,评价钢结构、混凝土结构间的相互影响及其抗震性能。同时,钢结构支座均采用可靠性较高的成品支座,并对钢结构关键节点强度进行有限元分析,采取必要的构造措施保证结构的安全可靠。计算表明,对于超限复杂混合结构,当采用合理的结构布置、采取适当的构造措施时,其抗震性能可以满足规范要求。
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| 关 键 词： | 超限 复杂混合结构 性能设计 弹塑性分析 节点强度分析 |
Seismic design of complex and composite building structure exceeding code limits |
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| Hou Shuli,Yang Xiaodong,Jiang Shilin,Zi Xiaozhong,Clive Wong,Edward S C Chan,W L Leung,Li Junfeng. Seismic design of complex and composite building structure exceeding code limits[J]. Building Structure, 2011, 0(8) |
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| Authors: | Hou Shuli Yang Xiaodong Jiang Shilin Zi Xiaozhong Clive Wong Edward S C Chan W L Leung Li Junfeng |
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| Affiliation: | Hou Shuli1,Yang Xiaodong1,Jiang Shilin1,Zi Xiaozhong1,Clive Wong2,Edward S C Chan2,W L Leung2,Li Junfeng1(1 Shandong Tongyuan Design Group Co.,Ltd.,Jinan 250101,China,2 AECOM Asia Company Limited,Hong Kong 999077,China) |
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| Abstract: | Based on the real project of complex and composite building which exceeds code limits,the detailed illustration of its structural system concerning concept design,performance design and joint design were presented.Analysis with finite element method(FEM) was conducted to evaluate the anti-seismic property of the structure and the interaction between the steel and concrete.FEM was also applied for the mechanical property of the connecting portion and strength of the joints as well.The detail of construction,... |
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| Keywords: | exceed code limits complex and composite building performance design elasto-plastic analysis connection strength analysis |
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