Optimized C-vine copula and environmental contour of joint wind-wave environment for sea-crossing bridges
被引:18
作者:
Fang, Chen
论文数: 0引用数: 0
h-index: 0
机构:
Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R ChinaSouthwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
Fang, Chen
[1
,2
]
Xu, You-Lin
论文数: 0引用数: 0
h-index: 0
机构:
Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R ChinaSouthwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
Xu, You-Lin
[1
,2
]
Li, Yongle
论文数: 0引用数: 0
h-index: 0
机构:
Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R ChinaSouthwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
Li, Yongle
[1
]
机构:
[1] Southwest Jiaotong Univ, Dept Bridge Engn, Chengdu, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
Sea-crossing bridge;
Wind and wave;
Optimized C-Vine copula;
Joint probability distribution;
Environmental contours;
SPEED;
LOADS;
MODEL;
D O I:
10.1016/j.jweia.2022.104989
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Sea-crossing bridges are subjected to wind-wave environment, of which the extreme values obtained by univariate and bivariate distributions often overestimate the effects of wind and wave on the bridges. This study thus proposes an optimized canonical vine (C-vine) copula for constructing the joint probability distribution and environmental contour of mean wind speed, significant wave height and peak wave period for sea-crossing bridges. Multivariate correlation analysis is first recommended to identify the key variable. The one-step optimization method is then proposed to find the optimized C-vine copula which is more accurate and less uncertain compared with the currently-used method. The environmental contour of the three variables is also derived and its effectiveness is verified in terms of copula principles. The proposed approach is finally applied to a real seacrossing bridge site with the measurement data of mean wind speed, significant wave height and peak wave period. The results show that the key variable can be reasonably selected and the one-step optimization method significantly improves the accuracy compared with the currently-used method. The obtained environmental contour can provide the appropriate design values of wind and wave.
机构:
Southwest Jiaotong Univ, Dept Bridge Engn, 111 North 1st Sect,2nd Ring Rd, Chengdu 610031, Peoples R ChinaSouthwest Jiaotong Univ, Dept Bridge Engn, 111 North 1st Sect,2nd Ring Rd, Chengdu 610031, Peoples R China
Fang, Chen
Li, Yongle
论文数: 0引用数: 0
h-index: 0
机构:
Southwest Jiaotong Univ, Dept Bridge Engn, 111 North 1st Sect,2nd Ring Rd, Chengdu 610031, Peoples R ChinaSouthwest Jiaotong Univ, Dept Bridge Engn, 111 North 1st Sect,2nd Ring Rd, Chengdu 610031, Peoples R China
Li, Yongle
Xu, You-Lin
论文数: 0引用数: 0
h-index: 0
机构:
Southwest Jiaotong Univ, Dept Bridge Engn, 111 North 1st Sect,2nd Ring Rd, Chengdu 610031, Peoples R ChinaSouthwest Jiaotong Univ, Dept Bridge Engn, 111 North 1st Sect,2nd Ring Rd, Chengdu 610031, Peoples R China