Reliability Index of Caisson Breakwaters for Load Variables Correlated

被引:1
|
作者
郄禄文
李炎保
机构
[1] Hebei University
[2] Baoding 071002
[3] China
[4] College of Machinery and Civil Engineering
[5] School of Civil Engineering
[6] Tianjin 300072
[7] Tianjin University
关键词
caisson breakwater; reliability; correlated variables;
D O I
暂无
中图分类号
P753 [海岸工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
In order to suit the condition that the wave uplift is correlated with the horizontal wave load acting on a vertical breakwater, a generally used method for determining the reliability index β of the breakwater, i.e. the Hasofer-Lind method, is extended in a generalized stochastic space for correlative variables. The computational results for a caisson breakwater indicate that the value of β for the case of correlated variables is obviously smaller than that for the case of independent variables.
引用
收藏
页码:577 / 584
页数:8
相关论文
共 50 条
  • [41] Comparative study on semi-probabilistic design methods to calibrate load and resistance factors for sliding stability design of caisson breakwaters
    Dinh, Huu-Ba
    Mac, Van Ha
    Doan, Nhu Son
    OCEAN ENGINEERING, 2024, 293
  • [42] Irregular wave reflection from perforated-wall caisson breakwaters
    Suh, KD
    Choi, JC
    Kim, BH
    Park, WS
    Lee, KS
    PROCEEDINGS OF THE FIRST ASIAN AND PACIFIC COASTAL ENGINEERING CONFERENCE, VOLS 1 AND 2 (APACE 2001), 2001, : 155 - 164
  • [43] Caisson breakwaters embodying an OWC with a small opening - Part I: Theory
    Boccotti, Paolo
    OCEAN ENGINEERING, 2007, 34 (5-6) : 806 - 819
  • [44] Comparative study on probabilistic deformations with failure probabilities of caisson type breakwaters
    Washio, T
    Nagao, T
    Moriya, Y
    APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, VOLS 1 AND 2, 2003, : 1741 - 1748
  • [45] Application of Importance Sampling Method in Sliding Failure Simulation of Caisson Breakwaters
    王禹迟
    王元战
    李青美
    陈良志
    China Ocean Engineering, 2016, 30 (03) : 469 - 482
  • [46] Overtopping formulas for caisson breakwaters with nonbreaking 3D waves
    Franco, C
    Franco, L
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1999, 125 (02): : 98 - 108
  • [47] Simulating Oscillatory and Sliding Displacements of Caisson Breakwaters Using a Coupled Approach
    Cozzuto, Giovanni
    Dimakopoulos, Aggelos
    De Lataillade, Tristan
    Morillas, Pedro Otinar
    Kees, Christopher E.
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2019, 145 (03)
  • [48] Application of Importance Sampling Method in Sliding Failure Simulation of Caisson Breakwaters
    Wang Yu-chi
    Wang Yuan-zhan
    Li Qing-mei
    Chen Liang-zhi
    CHINA OCEAN ENGINEERING, 2016, 30 (03) : 469 - 482
  • [49] Reflection of irregular waves from perforated-wall caisson breakwaters
    Suh, KD
    Choi, JC
    Kim, BH
    Park, WS
    Lee, KS
    COASTAL ENGINEERING, 2001, 44 (02) : 141 - 151
  • [50] Design of vertical wall caisson breakwaters using partial safety factors
    Burcharth, HF
    Sorensen, JD
    COASTAL ENGINEERING 1998, VOLS 1-3, 1999, : 2138 - 2151