三管钢筋混凝土烟囱风振响应分析与结构方案评价

章增当; 陈水福

doi:10.13204/j.gyjz200405012

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三管钢筋混凝土烟囱风振响应分析与结构方案评价

doi: 10.13204/j.gyjz200405012

1.
浙江大学土木系杭州 310027

详细信息

作者简介:
章增当男 1979年3月出生硕士研究生

中图分类号: TU375
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- 文章访问数: 81
- HTML全文浏览量: 2
- PDF下载量: 63
- 被引次数: 0
出版历程
- 收稿日期: 2003-11-17
- 刊出日期: 2004-05-20

WIND-INDUCED VIBRATION RESPONSE ANALYSIS AND STRUCTURAL SCHEME APPRAISAL FOR A THREE-PIPE RC CHIMNEY

1.
Department of Civil Engineering,Zhejiang University Hangzhou 310027

摘要

摘要: 建立了一热电厂格构式三管钢筋混凝土烟囱结构的三种结构方案。将风荷载作为随机动力荷载，对三种方案进行了动力特性计算和风振响应分析；着重探讨了Davenport风谱对各结构方案风振响应的差异，并据此对各方案进行了分析和评价。
- 高耸结构 /
- 烟囱 /
- 风振响应 /
- 模态分析 /
- Davenport风谱
Abstract: Three structural schemes for a three-pipe reinforced concrete (RC) lattice chimney are developed.Taking wind load as a stochastic loading, the dynamical characteristics analysis and wind-induced vibration response analysis for the three structural schemes are carried out.Comparisons between the responses of the three structural schemes due to wind loading given by the Davenport spectrum are emphasized and their appraisals are performed at the same time.
- high-rise structure /
- chimney /
- wind-induced /
- vibration response /
- modal analysis

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参考文献(5)

[2] Tsukagoshi H,et al.Response Analyses of Along Wind and Across Wind Vibrations of Tall Buildings in Time Domain.J.Wind Engineering and Industrial Aerodynamics,1993(46～47):497～506

Ahsom Kareem.Dynamic Response of High Rise Building to Stochastic Wind Loads.J.Wind Engineering and Industial Aerodynamics,1992(41～44):1 101～1 11

[3] 张相庭.工程结构风荷载理论和抗风计算手册.上海:同济大学出版社,1990.92～101

[4] 黄文才.结构抗风分析原理及应用.上海:同济大学出版社,2001.56～57

[5] 楼文娟,孙炳楠.风与结构的耦合作用及风振响应分析.工程力学,2000,17(5):16～22

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