|本期目录/Table of Contents|

[1]沈之容,王之宏.上海北外滩酒店中庭结构风洞试验[J].建筑科学与工程学报,2006,23(04):74.
 SHEN Zhi-rong,WANG Zhi-hong.Wind Tunnel Test on Atrium Structure in Shanghai North Bund Hotel[J].Journal of Architecture and Civil Engineering,2006,23(04):74.
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上海北外滩酒店中庭结构风洞试验(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
23卷
期数:
2006年04期
页码:
74
栏目:
出版日期:
2006-12-20

文章信息/Info

Title:
Wind Tunnel Test on Atrium Structure in Shanghai North Bund Hotel
作者:
沈之容1王之宏2
1. 同济大学 建筑工程系,上海 200092; 2. 安诚工程顾问有限公司,上海 200020
Author(s):
SHEN Zhi-rong1 WANG Zhi-hong2
1. Department of Architectural Engineering, Tongji University, Shanghai 200092, China; 2. Hyder Consulting Ltd, Shanghai 200020, China
关键词:
大跨度结构 围护结构 风洞试验 体型系数 风压系数
Keywords:
long-span structure cladding wind tunnel test building shape coefficient wind pressure coefficient
分类号:
TU312.1
DOI:
-
文献标志码:
A
摘要:
利用风洞试验对上海北外滩酒店中庭大跨度屋盖的1:200比例模型在各种风向角下的风压分布情况进行了测试,研究了中庭结构在不同方向风荷载作用下风压的变化情况。用统计方法对试验结果进行了分析,并与按规范方法计算的结果进行了比较。结果表明,对于结构正风压,除了立面下侧小部分外,按统计方法得到的计算值比按规范计算的值大,应作为设计荷载; 对于结构负风压,按规范计算的值比按统计方法得到的计算值大,应作为设计荷载。该研究可为精确计算风荷载提供依据,对工程设计有较好的参考价值。
Abstract:
The behavior of wind pressure distribution on the atrium with long-span roof of Shanghai North Bund Hotel under different wind directions angle was investigated through a 1:200 model wind tunnel test. The variation situations of wind pressure on atrium structure were measured and studied under different directions wind load. The testing results were analyzed based on statistical method and compared with those based on the code method. The result indicates that most testing values are larger than the calculated values for positive wind pressure of atrium, but smaller for negative wind pressure. The larger values should be used as the design load. Therefore, it is vital to determine wind load precisely for engineering design of such important structures through comparing analysis.

参考文献/References:

[1] GB 50009-2001,建筑结构荷载规范[S]. GB 50009-2001,Code for Building Structure Load[S].
[2]黄 鹏,全 涌,顾 明.TJ-2风洞大气边界层被动模拟方法的研究[J].同济大学学报:自然科学版,1999,27(2):136-140.HUANG Peng,QUAN Yong,GU Ming.Research of Passive Simulation Method of Atmospheric Boundary Layer in TJ-2 Wind Tunnel[J].Journal of Tongji University:Natural Science,1999,27(2):136-140.
[3]CECS 127:2001,点支式玻璃幕墙工程技术规程[S]. CECS 127:2001,Code for Engineering Technology on Glassine Wall of Point Support Type[S].
[4]武 岳,陈 波,沈世钊.大跨度屋盖结构等效静风荷载研究[J].建筑科学与工程学报,2005,22(4):27-31. WU Yue,CHEN Bo,SHEN Shi-zhao.Research on Equivalent Static Wind Loadings of Large-Span Roof Structures[J].Journal of Architecture and Civil Engineering,2005,22(4):27-31.
[5]沈蒲生,刘 杨.水平地震作用下框支剪力墙结构的变形研究[J].建筑科学与工程学报,2005,22(1):58-63. SHEN Pu-sheng,LIU Yang.Distortion Research of Shear Wall Structure Supported on Frame Under Earthquake Actions[J].Journal of Architecture and Civil Engineering,2005,22(1):58-63.
[6]楼文娟,卢 旦,孙炳楠.风致内压及其对屋盖结构的作用研究现状评述[J].建筑科学与工程学报,2005,22(1):76-82. LOU Wen-juan,LU Dan,SUN Bing-nan.Review of Wind-Induced Internal Pressure and Its Effects on Roof Structures[J].Journal of Architecture and Civil Engineering,2005,22(1):76-82.
[7]周 庆,邹银生.现浇混凝土空心楼盖受力特性研究[J].建筑科学与工程学报,2005,22(4):57-60. ZHOU Qing,ZOU Yin-sheng.Research on Force Resistance Properties of Cast-in-Situ Hollow Concrete Floor[J].Journal of Architecture and Civil Engineering,2005,22(4):57-60.
[8]同济大学土木工程防灾国家重点实验室.上海北外滩中庭风荷载试验研究[R].上海:同济大学,2005. State Key Laboratory for Disaster Reduction in Civil Engineering of Tongji University.Study of Wind Load Test on Atrium in Shanghai North Bund Hotel[R].Shanghai:Tongji University,2005.

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备注/Memo

备注/Memo:
收稿日期:2005-05-30
作者简介:沈之容(1970-),男,浙江宁波人,副教授,工学博士研究生,E-mail:shenzhirong@mail.tongji.edu.cn。
更新日期/Last Update: 2006-12-20