[1]林巍,黄铭枫,郭中秀,等.台风下香港K11大楼风振响应实测及分析[J].深圳大学学报理工版,2012,29(No.1(001-094)):45-50.[doi:10.3724/SP.J.1249.2012.01045]
　LIN Wei,HUANG Ming-feng,KWOK Kenny CS,et al.Full-scale measurement and analysis of K11 building in Hong Kong during typhoon[J].Journal of Shenzhen University Science and Engineering,2012,29(No.1(001-094)):45-50.[doi:10.3724/SP.J.1249.2012.01045]
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台风下香港K11大楼风振响应实测及分析()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第29卷
期数:
2012年No.1(001-094)
页码:
45-50
栏目:
土木建筑工程
出版日期:
2012-01-06

文章信息/Info

Title:
Full-scale measurement and analysis of K11 building in Hong Kong during typhoon
作者:
林巍1; 黄铭枫1; 郭中秀2; 楼文娟1
1) 浙江大学结构工程研究所，杭州 310058
2) 香港科技大学土木与环境工程系，香港
Author(s):
LIN Wei1;  HUANG Ming-feng1;  KWOK Kenny CS2;  and LOU Wen-juan1
1) Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, P.R.China
2) Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, P.R.China
关键词:
工程结构; 高层建筑; 台风风振实测; 极值统计; 风振舒适度设计; 香港K11大楼
Keywords:
structure;  tall building;  typhoon vibration measurement;  extreme value analysis;  wind vibration comfort design;  K11 building in Hong Kong
分类号:
TU 411；TU 472.5
DOI:
10.3724/SP.J.1249.2012.01045
文献标志码:
A
摘要:
对香港K11大楼开展台风下风振响应实测研究，给出2008年台风北冕(Kammuri)作用下该楼的风振响应实测数据．基于三阶和四阶统计量对其风振加速度的时程数据进行统计分析，评价该大楼的风振舒适度．利用谱分析识别结构的自振频率，与该楼的有限元计算及自振频率经验公式结果进行对比．并通过基于零穿越率的峰值因子法和基于经典极值理论的改进Gumbel法对加速度响应的峰值因子进行计算，结果表明，两种方法所得结果基本一致，而GB50009-2001取值偏低．
Abstract:
The full-scale measurement of typhoon effects on K11 building in Hong Kong was studied. This paper presented the acceleration data of the building under Typhoon Kammuri in 2008. The acceleration data were analyzed in terms of the third and fourth moments, The occupant comfort of the building under wind-induced vibration was evaluated. The vibration frequencies of the building were identified by spectral analysis technique, and were compared with the finite element method results and empirical results. Both the traditional peak factor method and the improved Gumbel method were applied to estimating the peak factor of wind-induced acceleration response. The peak factor results show good agreement with the other two methods. The values in GB50009-2001 are low.

参考文献/References:

［1］ LI Qiu-sheng, ZHI Lun-hai, DUAN Yong-ding, et al. Full-scale measurements and analysis of wind-induced response of Taipei 101 Tower［J］. Journal of Building Structures, 2010, 31(3): 24-31.(in Chinese)
李秋胜, 郅伦海, 段永定, 等. 台北101大楼风致响应实测及分析［J］. 建筑结构学报, 2010, 31(3): 24-31.
［2］ LU Xi-lin, SHI Wei-xing, SHEN Jian-hao, et al. Vibration properties of several tall buildings in Shanghai［J］. Building Science, 2001, 17(2): 36-39.(in Chinese)
吕西林, 施卫星, 沈剑昊, 等. 上海几幢超高层建筑振动特性实测［J］. 建筑科学, 2001, 17(2): 36-39.
［3］ Tamura Y, Kawana S, Nakamura J, et al. Evaluation perception of wind-induced vibration in buildings［J］. Proceedings of the Institution of Civil Engineers: Structures & Buildings, 2006, 159: 283-293.
［4］ HUANG Zhong-wei, YANG Xiao-ling, YU Ping-jing. Similarity analysis of structural wind motion under complex damp［J］. Journal of Shenzhen University Science and Engineering, 1999, 16(4): 1-3.(in Chinese)
黄中伟, 杨小玲, 遇平静. 复杂阻尼作用下结构风振的相似性分析［J］. 深圳大学学报理工版, 1999, 16(4): 1-3.
［5］ ZHU Hong-ping, XU Bin, HUANG Yu-ying. Comparison and evaluation of analytical approaches to structural dynamic model correction［J］. Advances in Mechanics, 2010, 32(4): 513-525.(in Chinese)
朱宏平, 徐斌, 黄玉盈. 结构动力模型修正方法的比较研究及评估［J］. 力学进展, 2010, 32(4): 513-525.
［6］ Ellis B R. An assessment of the accuracy of predicting the fundamental natural frequencies of buildings and the implications concerning the dynamic analysis of structures［J］. Proc Inst Civ Eng, 1980, 69(2): 763-776.
［7］ Lagomarsino S. Forecast models for damping and vibration periods of buildings［J］. Journal of Wind Engineering and Industrial Aerodynamics, 1993, 48: 221-239.
［8］ Tamura Y, Suda K, Sasaki A. Damping in buildings for wind resistant design［C］//Chenju, Proceedings of the International Symposium on Wind and Structures. Seoul: Techno-press, 2000: 115-130.
［9］ GB50009-2001. Code of loads on building structures［S］.(in Chinese)
GB50009-2001. 建筑结构荷载规范［S］.
［10］ Davenport A G. Note on he distribution of the largest value of a random function with application to gust loading［J］. Proceedings, Institution of Civil Engineering, 1964, 28: 187-196.
［11］ Quan Y, Gu M, Tamura Y, et al. An extreme-value estimating method of non-Gaussian wind pressure［C］// Cheng Chii-Ming, The Seventh Asia-Pacific Conference on Wind Engineering. Taipei: Techno-press, 2009: 723-726.
［12］ ISO 6897. Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and offshore structures, to low-frequency horizontal motion［S］.(in Chinese)
ISO 6897. 建筑物低频水平振动舒适度评价规程［S］.
［13］ AIJ-GEH-2004. Guidelines for the evaluation of habitability to building vibration［S］.(in Chinese)
AIJ-GEH-2004. 建筑振动可居住性评价规程［S］.
［14］ JGJ 99-98. Guidelines for steel structural design of tall buildings［S］.(in Chinese)
JGJ 99-98. 高层民用建筑钢结构技术规程［S］.
［15］ JGJ 3-2002. Guidelines for concrete structural design of tall buildings［S］.(in Chinese)
JGJ 3-2002. 高层建筑混凝土结构技术规程［S］.
［16］ Hong Kong Code of Practice. Codeofpracticeforstructural use of concrete［S］.

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备注/Memo

备注/Memo:
Received：2011-09-28；Accepted：2011-12-08
Foundation：National Natural Science Foundation of China(51008275)
Corresponding author：Associate professor HUANG Ming-feng．E-mail：hmfust@gmail.com
Citation：LIN Wei，HUANG Ming-feng，KWOK Kenny CS, et al. Full-scale measurement and analysis of K11 building in Hong Kong during typhoon［J］. Journal of Shenzhen University Science and Engineering, 2012, 29(1): 45-50.（in Chinese）
基金项目：国家自然科学基金资助项目(51008275)；中国博士后科学基金资助项目(20090461382)
作者简介：林巍(1987-)，男(汉族)，浙江省缙云市人，浙江大学硕士研究生．E-mail：lwinners@163.com
引文：林巍，黄铭枫，郭中秀，等. 台风下香港K11大楼风振响应实测及分析［J］. 深圳大学学报理工版，2012，29（1）：45-50.
更新日期/Last Update: 2012-01-05