|Table of Contents|

Wind Tunnel Test on Atrium Structure in Shanghai North Bund Hotel(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2006年04期
Page:
74-
Research Field:
Publishing date:
2006-12-20

Info

Title:
Wind Tunnel Test on Atrium Structure in Shanghai North Bund Hotel
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
Keywords:
long-span structure cladding wind tunnel test building shape coefficient wind pressure coefficient
PACS:
TU312.1
DOI:
-
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.

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.

Memo

Memo:
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Last Update: 2006-12-20