土木与交通工程 |
|
|
|
|
风浪耦合作用下桥塔基础体系的极限荷载效应 |
涂志斌,黄铭枫,楼文娟 |
浙江大学 建筑工程学院结构工程研究所, 浙江 杭州 310058 |
|
Extreme load effects on bridge towerbasement system due to joint actions of wind and wave |
TU Zhi bin, HUANG Ming feng,LOU Wen juan |
[1] DNYOSJ101. Design of offshore wind turbine structure [S]\[S.l\]: DET NORSKE VERITAS, 2010: 9-22.
[2] IEC 614001 Ed.3. Wind turbinesPart 1: Design requirements [S]. Intl. Electrotechnical Commission: Geneva Switzerland, 2005: 19-32.
[3] IEC 614003. Wind turbinesPart 3: Design requirements for offshore wind turbines [S]. Intl. Electrotechnical Commission: TC88 WG3 Committee Draft, 2005: 18-21.
[4] 李锋. 海洋工程双变量环境条件设计参数估计[D]. 青岛:中国海洋大学, 2005:17-40.
LI Feng. Design parameter estimation of bivariate environmental conditions in ocean engineering [D]. Qingdao: Ocean University of China, 2005: 17-40.
[5] 董胜, 翟金金, 陶山山. 基于Archimedean Copula函数的风浪联合统计分析[J]. 中国海洋大学学报, 2014, 44(10): 134-141.
DONG Sheng, ZHAI Jinjin, TAO Shanshan. The joint statistical analysis of wind and wave based on Archimedean Copula functions [J]. Periodical of Ocean University of China, 2014, 44(10): 134-141.
[6] 周道成, 段忠东. 耿贝尔逻辑模型在极值风速和有效波高联合概率分布中的应用[J]. 海洋工程, 2003, 21(2): 45-51.
ZHOU Daocheng, DUAN Zhongdong. The Gumbellogistic model for joint probability distribution of extremevalue wind speeds and effective wave heights [J]. The Ocean Engineering, 2003, 21(2): 45-51.
[7] LONGO S. Windgenerated water waves in a wind tunnel: Free surface statistics, wind friction and mean air flow properties [J]. Coastal Engineering, 2012, 61: 27-41.
[8]LONGO S, LIANG D, CHIAPPONI L. Turbulent flow structure in experimental laboratory windgenerated gravity waves [J]. Coastal Engineering, 2012, 64: 1-15.
[9] MYRHAUG D, ONG M C. Effect of wave age on wind gust spectra over wind waves[J]. Journal of Offshore Mechanics and Arctic Engineering, 2009, 131(3): 034501.
[10] ANDERSEN O J, LVSETH J. Stability modifications of the Frya wind spectrum [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(4/5): 236-242.
[11] 欧进萍, 肖仪清, 段忠东, 等. 基于风浪联合概率模型的海洋平台结构系统可靠度分析[J]. 海洋工程, 2003, 21(4): 17.
OU Jinping, XIAO Yiqing, DUAN Zhongdong, et al. Structual system reliability analysis for offshore platforms based on the joint probabilistic model of wind and wave[J]. The Ocean Engineering, 2003, 21(4): 17.
[12] YUE S. The Gumbel logistic model for representing a multivariate storm event [J]. Advance in Water Resources, 2001, 24(2): 179-185.
[13] 刘伟. 基于最大熵分布的海洋平台环境条件联合重现值推算[D]. 青岛: 中国海洋大学, 2011: 64-87.
LIU Wei. Joint return values calculation of environmental conditions with maximum entropy distribution for offshore platform design [D]. Qingdao: Ocean University of China, 2011:64-87.
[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: 140.
[15] 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.
[16] WIST H T, MYRHAUG D, RUE H. Statistical properties of successive wave heights ans successive wave periods [J]. Applied Ocean Research, 2005, 26(3/4): 114-136.
[17] SILVAGONZLEZ F, HEREDIAZAVONI E, MONTESITURRIZAGA R. Development of environmental contours using Nataf distribution model [J]. Ocean Engineering, 2013, 58:27-34.
[18] 陶山山. 多维最大熵模型及其在海岸及海洋工程中的应用[D]. 青岛:中国海洋大学, 2013: 76-113.
TAO Shanshan. Study on multivariate maximum entropy models and their application in coastal and ocean engineering [D]. Qingdao: Ocean University of China, 2013: 76-113.
[19] 陈子燊. 波高与风速联合概率分布研究[J]. 海洋通报, 2011, 30(2): 158-163.
CHEN Zishen. Study on joint probability distribution of wave height and wind velocity[J]. Marine Science Bulletin, 2011, 30(2): 158-163.
[20] YANG X C, ZHANG Q H. Joint probability distribution of winds and waves from wave simulation of 20 years (19892008) in Bohai Bay [J]. Water Science and Engineering, 2013, 6(3): 296-307.
[21] ZHANG Y, BEER M, QUEK S T. Longterm performance assessment and design of offshore structures [J]. Computers and Structures, 2015, 154:101-115.
[22] GHORBEL A, TRABELSI A. Energy portfolio risk management using timevarying extreme value Copula methods[J]. Economic Modelling, 2014, 38: 470-485.
[23] TRIVEDI P K, ZIMMER D M. Copula modeling: an introduction for practitioners. Foundations and Trends in Econometrics [M]. Boston: Now Publishers, 2007: 53-70.
[24] SUNDARESAN A, VARSHNEY P K. Location estimation of a random signal source based on correlated sensor observations[J]. Signal Processing, IEEE Transactions on, 2011, 59(2): 787-799.
[25] AGARWAL P, MANUEL L. Extreme loads for an offshore wind turbine using statistical extrapolation from limited field data[J]. Wind Energy, 2008, 11(6): 673-684.
[26] AGARWAL P, MANUEL L. Simulation of offshore wind turbine response for longterm extreme load prediction[J]. Engineering structures, 2009, 31(10): 2236-2246.
[27] RAGAN P, MANUEL L. Statistical extrapolation methods for estimating wind turbine extreme loads[J]. Journal of Solar Energy Engineering, 2008, 130(3): 119.
[28] TURKSTRA C J, MADSEN H O. Load combinations in condified structural design [J]. Journal of the Structural Division, 1980, 106(12): 2527-2543.
[29] YEO, D. Multiple PointsInTime Estimation of Peak Wind Effects on Structures [J]. Journal of Structural Engineering, 2013, 139(3): 462-471.
[30] 黄本才,汪丛军. 结构抗风分析原理及应用 [M]. 第2版,上海:同济大学出版社, 2008: 49-51.
[31] 王树青, 梁丙臣. 海洋工程波浪力学[M]. 青岛: 中国海洋大学出版社, 2013: 175-184.
[32] DNVRPC205. Environmental conditions and environmental loads Recommended Practice [S]. Norway: DNV, 2012. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|