| 国家游泳中心临时看台钢结构设计 |
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| 引用本文： | 谭伟,顾磊,傅学怡.国家游泳中心临时看台钢结构设计[J].建筑钢结构进展,2007,9(6):49-52. |
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| 作者姓名： | 谭伟 顾磊 傅学怡 |
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| 作者单位： | 中建国际(深圳)设计顾问公司,深圳,518033 |
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| 摘 要： | 体育馆看台是人员聚集的场所,看台结构的人致振动控制是设计的重点。本文介绍了国家游泳中心临时看台钢结构设计,包括结构布置、主体结构自振频率控制的计算分析、构件的自振频率的计算方法等。
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| 关 键 词： | 看台结构 楼板振动 自振频率 |
| 文章编号： | 1671-9379（2007）06-0049-04 |
| 收稿时间： | 2007-02-27 |
| 修稿时间： | 2007-04-16 |
Design of the Steel Structure for Temporal Stand in National Swimming Center |
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| TAN Wei,GU Lei,FU Xue-yi.Design of the Steel Structure for Temporal Stand in National Swimming Center[J].Progress in Steel Building Structures,2007,9(6):49-52. |
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| Authors: | TAN Wei GU Lei FU Xue-yi |
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| Abstract: | Gymnasium stand is the place bearing crowded people,so the control of structural vibration induced by human is one of the key issues in the structural design.The structural analsis and design of temporal of temporal stand of National Swimming Center is presented comprehensively,including the structural scheme and analysis about frequency of the main structure and the structural members. |
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| Keywords: | stand structure floor vibration frequency |
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