Please wait a minute...
浙江大学学报(工学版)
浙江大学学报(工学版)
土木工程     
基于Copula函数的建筑动力风荷载相关性组合
涂志斌, 黄铭枫, 楼文娟
浙江大学 结构工程研究所, 浙江 杭州 310058
Dynamic wind load combination of tall buildings based on Copula functions
TU Zhi-bin, HUANG Ming-feng, LOU Wen-juan
1. Institute of Structural Engineering, Zhejiang University, Hangzhou 310058, China
 全文: PDF(1271 KB)   HTML
摘要：

为了得到经济合理的抗风设计方案,提出一种基于Copula函数的高层建筑动力风荷载相关性组合方法.在某高层建筑模型高频动力天平试验(HFFB)数据的基础上,通过Copula函数和风荷载分量的边缘分布构建任意两分量的联合概率密度函数(JPDF),引入条件极值,计算二者的相关关系和组合值；利用各风向角下的组合值构建了最不利包络荷载组合,并以此为结构的设计风荷载.结果表明,该方法能够确定给定保证率下任意两风荷载分量的组合关系；以最不利包络荷载组合为设计风荷载能保证结构的抗风安全性.
Abstract:

Based on Copula functions a dynamic wind load combination method was developed to achieve more economical wind-resistance structural designs of tall buildings. The joint probability density functions (JPDF) of wind load components were constructed by making use of the wind tunnel data derived from the high frequency force balance (HFFB) test for a high-rise building. The correlations and combination effects of two wind load components were quantified with the condition that one of those reaches its maximum. The worst envelope of load combinations were also determined from the wind load combination results under all incident wind directions, and could be used as design wind loads. The design wind loads generated by the proposed method have a pre-assigned non-exceedance probability and could result in not only safe but more economical design for tall buildings against wind hazards. 
出版日期: 2014-08-01
:  TU 411  
基金资助:

交通运输部科技资助项目(2011318223170); 国家自然科学基金资助项目（51008275)；浙江省公益性技术应用研究计划资助项目(2012C21059)；中央高校基本科研业务费专项资金资助项目(2012QNA4013).
通讯作者: 黄铭枫，男，副教授，从事结构风工程研究     E-mail: mfhuang@zju.edu.cn
作者简介: 涂志斌(1988—)，女，博士生，从事结构风工程研究.E-mail: 11112056@zju.edu.cn
服务　　
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章　　

引用本文:

涂志斌, 黄铭枫, 楼文娟. 基于Copula函数的建筑动力风荷载相关性组合[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2014.08.004.

TU Zhi-bin, HUANG Ming-feng, LOU Wen-juan. Dynamic wind load combination of tall buildings based on Copula functions. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2014.08.004.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2014.08.004    或    http://www.zjujournals.com/eng/CN/Y2014/V1/I8/1370

［1］ TAMURA Y, OHKUMA T, KAWAI H. Revision of AIJ Recommendations for wind loads on buildings ［J］. Bridges, 2004, 10(40700): 60.
［2］ PEACE H T, WEN Y K. Stochastic combination of load effects ［J］. Journal of Structural Engineering, 1984, 110(7): 1613-1629.
［3］ TAMURA Y, KIKUCHI H, HIBI K. Peak normal stresses and effects of wind direction on wind load combinations for medium-rise buildings ［J］. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96(6): 1043-1057.
［4］ CHEN X, HUANG G. Evaluation of peak resultant response for wind-excited tall buildings ［J］. Engineering Structures, 2009, 31(4): 858-868.
［5］ 金伟良.工程荷载组合理论与应用［M］.北京:机械工业出版社.2006: 110-111.
［6］ NAESS A.  Extensions of Turkstra’s rule and their application to combination of dependent load effects ［J］. Structural Safety, 2000, 22(2): 129-143.
［7］ YEO D H. Multiple Points-In-Time Estimation of Peak Wind Effects on Structures ［J］. Journal of Structural Engineering,2012, 139(3): 462-471.
［8］ SOLARI G, PAGNINI L C. Gust buffeting and aeroelastic behavior of poles and monotubular towers ［J］. Journal of Fluids and Structures, 1999, 13(7): 877-905.
［9］ BARTOLI G, MANNINI C. Quasi-static combination of wind loads: A copula-based approach ［J］. ournal of Wind Engineering and Industrial Aerodynamics, 2011, 99(6): 672-681.
［10］ 许月萍,李佳,曹飞凤.Copula在水文极限事件分析中的应用［J］.浙江大学学报：工学版, 2008, 42(7): 1119-1122.
XU Yue-ping, LI Jia, CAO Fei-feng. Applications of Copula in hydrological extreme analysis ［J］. Journal of Zhejiang University ：Engineering Science, 2008, 42(7): 1119-1122.
［11］ 莫淑红,沈冰,张晓伟.基于Copula函数的河流径流丰枯遭遇分析［J］.西北农林科技大学学报：自然科学版, 2009, 37(6): 132-136.
MO Shu-hong, SHEN Bing, ZHANG Xiao-wei. Synchronous-asynchronous encounter probability of rich-poor runoff based on copula function ［J］, Journal of Northwest A &F University: Nat Sci Ed, 2009, 37(6): 132-136.
［12］ 黄本才,汪丛军.结构抗风分析原理及应用［M］.2版.上海:同济大学出版社, 2008: 30-31.
［13］ GENES C, FAVRE A C. Everything you wanted to know about Copula Modeling but were afraid to ask ［J］. Journal of Hydrologic Engineering, 2007, 12(4): 347-368.
［14］ 韦艳华,张世英.Copula理论及其在金融分析上的应用［M］.北京:清华大学出版社, 2008: 16-25.
［15］ ONDEAU E, POON S H, ROCKINGER M. Financial modeling under non-gaussian distributions ［M］. \[s.l\]: Springer Finance, 2007.
［16］ COOK N J, MAYNE J R. A refined working approach to the assessment of wind loads for equivalent static design ［J］. Journal of Wind Engineering and Industrial Aerodynamics, 1980, 6(1): 125-137.
［17］ COOK N J, MAYNE J R. A novel working approach to the assessment of wind loads for equivalent static design ［J］. Journal of Wind Engineering and Industrial Aerodynamics, 1981, 8(3): 299-301.
［18］ HUANG M F, CHAN C M, LOU W J, et al. Statistical extremes and peak factors in wind-induced vibration of tall buildings ［J］. Journal of Zhejiang University-SCIENCE A ：Applied Physics and Engineering, 2012, 13(1): 18-32.
[1] 焦卫国, 詹良通, 兰吉武,陈云敏. 黄土-碎石覆盖层毛细阻滞效应及设计厚度分析[J]. 浙江大学学报(工学版), 2016, 50(11): 2128-2134.
[2] 陈经浩, 黄建新, 陆胜勇, 李晓东, 严建华. 生活垃圾开放式燃烧炭黑的结构及污染物分析[J]. 浙江大学学报(工学版), 2016, 50(10): 1849-1854.
[3] 涂志斌,黄铭枫,楼文娟. 风浪耦合作用下桥塔基础体系的极限荷载效应[J]. 浙江大学学报(工学版), 2016, 50(5): 813-821.
[4] 张如如,赵云,徐文杰,黄博,凌道盛,韩黎明. 温度作用下机场跑道土基中水气运移规律分析[J]. 浙江大学学报(工学版), 2016, 50(5): 822-830.
[5] 曾兴, 詹良通, 钟孝乐, 陈云敏. 低渗透黏土中氯离子弥散作用离心模拟相似性[J]. 浙江大学学报(工学版), 2016, 50(2): 241-249.
[6] 郑健,李育超,陈云敏. 底泥固结对污染物运移影响的超重力离心试验模拟[J]. 浙江大学学报(工学版), 2016, 50(1): 8-15.
[7] 凌道盛,石吉森,张如如,王云岗. Hansbo类有限单元法的非连续分片试验[J]. 浙江大学学报(工学版), 2015, 49(11): 2142-2150.
[8] 徐日庆,徐丽阳,邓祎文,朱亦弘. 基于SEM和IPP测定软黏土接触面积的试验[J]. 浙江大学学报(工学版), 2015, 49(8): 1417-1425.
[9] 李静媛, 赵永志, 郑津洋. 加氢站高压氢气泄漏爆炸事故模拟及分析[J]. 浙江大学学报(工学版), 2015, 49(7): 1389-1394.
[10] 钟孝乐,詹良通,龚标,曾兴,陈云敏. 我国3种典型高岭土的固结、渗透及吸附特性[J]. 浙江大学学报(工学版), 2014, 48(11): 1947-1954.
[11] 李新亮,李素贞,申永刚. 交通荷载作用下埋地管道应力分析与现场测试[J]. 浙江大学学报(工学版), 2014, 48(11): 1976-1982.
[12] 徐日庆,畅帅,俞元洪，陆建阳. 基于响应面法的杭州海相软土固化强度模型[J]. 浙江大学学报(工学版), 2014, 48(11): 1941-1946.
[13] 涂志斌, 黄铭枫, 楼文娟. 基于Copula函数的建筑动力风荷载相关性组合[J]. 浙江大学学报(工学版), 2014, 48(8): 1370-1375.
[14] 李蓓, 田野, 赵若轶, 段安, 李宗津, 马红岩. 聚丙烯酸酯乳液改性砂浆微观结构与改性机理[J]. 浙江大学学报(工学版), 2014, 48(8): 1345-1352.
[15] 李雪刚,徐日庆,畅帅,廖斌,王兴陈. 响应面法优化有机质软土复合固化剂配方[J]. 浙江大学学报(工学版), 2014, 48(5): 843-849.