Target reliability of caisson sliding of vertical breakwater based on safety factors

被引:11
|
作者
Lee, Cheol-Eung [3 ]
Kim, Seung-Woo [1 ]
Park, Dong-Heon [3 ]
Suh, Kyung-Duck [1 ,2 ]
机构
[1] Seoul Natl Univ, Dept Civil & Environm Engn, Seoul 151744, South Korea
[2] Seoul Natl Univ, Integrated Res Inst Civil & Environm Engn, Seoul 151744, South Korea
[3] Kangwon Natl Univ, Dept Civil Engn, Chunchon 200701, South Korea
关键词
Caisson; Monte Carlo simulation; Reliability; Safety factor; Sliding; Vertical breakwater; DESIGN; OPTIMIZATION; RISK;
D O I
10.1016/j.coastaleng.2011.09.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents two methods that evaluate the target reliability of caisson sliding of a vertical breakwater. First, the statistical characteristics and probability density function are obtained for the safety factors of the breakwaters designed by deterministic methods in the past. The first method calculates the probability density of reliability index by applying the Monte Carlo simulation to the safety factor for various combinations of uncertainties of load and resistance. The significant target reliability index is then calculated by averaging the highest one third of the reliability index. The second method uses the Chebyshev inequality which describes the lower limit of reliability index. Again the Monte Carlo simulation is used to calculate the probability density of the lower limit of reliability index. The maximum of the possible lower limits is then taken as the target reliability index. The application of the methods has given the target reliability indices close to one another and also close to the value used in a recently published design standard. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:167 / 173
页数:7
相关论文
共 50 条
  • [21] Effect of Transient Tide-Level Change on the Sliding Distance of a Breakwater Caisson during Storms
    Kim, Dong-Hyawn
    Choi, Jung-Wook
    SUSTAINABILITY, 2023, 15 (18)
  • [22] Numerical Simulation on Oscillation-Sliding-Uplift Rock Coupled Motion of Caisson Breakwater Under Wave Excitation
    王元战
    龚薇
    迟丽华
    China Ocean Engineering, 2010, 24 (02) : 207 - 218
  • [23] Numerical Simulation on Oscillation-Sliding-Uplift Rock Coupled Motion of Caisson Breakwater Under Wave Excitation
    Wang Yuan-zhan
    Gong Wei
    Chi Li-hua
    CHINA OCEAN ENGINEERING, 2010, 24 (02) : 207 - 218
  • [24] Machine learning applications to load and resistance factors calibration for stability design of caisson breakwater foundations
    Doan, Nhu Son
    Ha Mac, Van
    Dinh, Huu-Ba
    COMPUTERS AND GEOTECHNICS, 2024, 169
  • [25] Model Tests and Parametric Analysis on Pore Pressure Response in Silty Clay Seabed under Vertical Caisson Breakwater
    Yan, Z.
    Zhang, H. Q.
    Sun, X. P.
    Yang, Z. X.
    JOURNAL OF TESTING AND EVALUATION, 2019, 47 (03) : 2061 - 2079
  • [26] Computational improvement for expected sliding distance of a caisson-type breakwater by introduction of a doubly-truncated normal distribution
    Kim, TM
    Takayama, T
    COASTAL ENGINEERING JOURNAL, 2003, 45 (03) : 387 - 419
  • [27] Reliability and Safety of Vertical Transportation Use
    Stepanov, Michail
    Kaytukov, Batraz
    Mechiev, Ayub
    VI INTERNATIONAL SCIENTIFIC CONFERENCE INTEGRATION, PARTNERSHIP AND INNOVATION IN CONSTRUCTION SCIENCE AND EDUCATION (IPICSE-2018), 2018, 251
  • [28] FACTORS AFFECTING RELIABILITY OF SLIDING CONTACTS
    JOWETT, CE
    MICROELECTRONICS AND RELIABILITY, 1971, 10 (01): : 53 - &
  • [29] A probabilistic approach to predict wave force on a caisson breakwater based on Bayesian regression and experimental data
    Moghadam, Reza Ehsani
    Shafieefar, Mehdi
    Akbari, Hassan
    OCEAN ENGINEERING, 2022, 249
  • [30] Wireless Vibration-based SHM of Caisson-type Breakwater under Foundation Damage
    Lee, So-Young
    Khac-Duy Nguyen
    Kim, Jeong-Tae
    Yi, Jin-Hak
    SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2012, PTS 1 AND 2, 2012, 8345