| 青岛万邦中心1~#楼超高层结构体系设计研究 |
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| 引用本文： | 杨勇,陈彬磊,李文峰,李伟政,张勇,李志东,刘向阳.青岛万邦中心1~#楼超高层结构体系设计研究[J].建筑结构,2008(1). |
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| 作者姓名： | 杨勇 陈彬磊 李文峰 李伟政 张勇 李志东 刘向阳 |
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| 作者单位： | 北京市建筑设计研究院 100045 |
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| 摘 要： | 青岛万邦中心1#大厦,高度232.4m,采用钢-混凝土混合结构,整体体系为斜撑框架-核心筒结构。介绍了工程的特点和结构分析情况,重点分析了斜撑框架体系的受力特点。根据其受力特点总结了斜撑框架结构的抗震性能,并提出相关的抗震措施。最后给出了工程中具有代表性的复杂节点形式,为类似工程参考。
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| 关 键 词： | 超高层结构 斜撑框架-核心筒结构 抗震性能 节点设计 |
Research of Particular Structure System in the Tall Building of Tsingdao Wanbang Center |
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| Yang Yong,Chen Binlei,Li Wenfeng,Li Weizheng,Zhang Yong,Li Zhidong,Liu Xiangyang.Research of Particular Structure System in the Tall Building of Tsingdao Wanbang Center[J].Building Structure,2008(1). |
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| Authors: | Yang Yong Chen Binlei Li Wenfeng Li Weizheng Zhang Yong Li Zhidong Liu Xiangyang |
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| Abstract: | Tsingdao Wanbang Center is 232.4m high,which is designed as steel-concrete mixed structure.The whole structure is made up of diagonal brace frame and core wall.The mechanics performance of the diagonal brace frame system is introduced.Based on the analysis,its anti-seismic performance and seismic fortification measures for the structure are summarized.Finally,the design of representational complicated connections in the project is introduced.All of this can provide reference for the similar project. |
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| Keywords: | tall building brace-frame and core-wall structure seismic performance design of connections |
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