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| 体型收进斜撑转换结构研究应用--珠海信息大厦高位收分转换解析 | |
| 引用本文： | 刘庆林,傅学怡,曹敏丽,刑莉. 体型收进斜撑转换结构研究应用--珠海信息大厦高位收分转换解析[J]. 土木工程学报, 2006, 39(2): 6-10 |
| 作者姓名： | 刘庆林 傅学怡 曹敏丽 刑莉 |
| 作者单位： | 1. 浙江大学,浙江,杭州,310027 2. 深圳大学建筑设计研究院,广东,深圳,518060 3. 江西省建筑设计研究总院珠海分院,广东,珠海,519020 4. 珠海市电信局,广东,珠海,519000 |
| 摘 要： | 结合珠海信息大厦高位收分转换设计,探讨了斜撑转换结构的优越性,提出了斜撑转换结构的设计要点,进一步采用弹性反应谱大震复核斜撑转换结构的极限承载能力。振动台试验验证了设计方法的正确性和有效性,对工程设计具有指导意义。 |
| 关 键 词： | 斜撑转换 高位收分 弹性反应谱大震 |
| 文章编号： | 1000-131X(2006)02-0006-06 |
| 修稿时间： | 2004-12-06 |
Research and application of transfer truss in vertical structures of irregular geometry |
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| Liu Qinglin,Fu Xueyi,Cao Minli,Xing Li. Research and application of transfer truss in vertical structures of irregular geometry[J]. China Civil Engineering Journal, 2006, 39(2): 6-10 | |
| Authors: | Liu Qinglin Fu Xueyi Cao Minli Xing Li |
| Abstract: | In conjunction with the transfer design of higher elevation offset in the Zhuhai Information Building,the advantages of transfer truss are discussed and the design essentials of transfer truss proposed.The elastic response spectrum method under severe earthquakes is employed to verify the ultimate bearing capacity of transfer truss.The shaking table test results prove that the design method is valid and efficient,and can serve as a guide in practice. |
| Keywords: | transfer truss high elevation offset elastic response spectrum method under severe earthquake |
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