Improving the aerodynamic performance of Trans-Tokyo Bay Bridge using reliability-based design optimization

被引:0
|
作者
Jaouadi, Zouhour [1 ]
Abbas, Tajammal [2 ]
Morgenthal, Guido [1 ]
Lahmer, Tom [1 ]
机构
[1] Bauhaus Univ Weimar, Weimar, Germany
[2] WSP UK Ltd, London, England
关键词
Reliability-based design optimization; shape optimization; vortex-induced vibration; Trans-Tokyo Bay Bridge; CABLE-STAYED BRIDGES; SHAPE OPTIMIZATION; INDUCED VIBRATION; STABILITY; INDEX; DECK; CFD;
D O I
10.1080/0305215X.2023.2256229
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The Vortex-Induced Vibration (VIV) phenomenon can cause fatigue damage. Usually, countermeasures are implemented to mitigate the VIV amplitudes. However, its cost is high. Therefore, approaches have been developed to avoid VIV at an early stage of design. Most such studies have focused on avoiding the coincidence of the vortex shedding frequency with the natural frequency of the structure and delaying VIVs by including geometrical changes to the leading and trailing edges in order to divide the oncoming flow. In this study, a new framework is proposed to find the optimal deck cross-sectional shape of Trans-Tokyo Bay Bridge, based on Reliability-Based Design Optimization (RBDO) and aiming to mitigate the VIV effects under uncertainty. Validation of the optimal designs is conducted via Computational Fluid Dynamics (CFD) simulations for different target reliability indices.
引用
收藏
页码:1429 / 1452
页数:24
相关论文
共 50 条
  • [1] AERODYNAMIC STABILITY OF TRANS-TOKYO BAY HIGHWAY BRIDGE
    HIRAI, S
    HONDA, A
    KATO, H
    YOSHIDA, O
    OKAUCHI, I
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1993, 49 (1-3) : 487 - 496
  • [2] DESIGN OF THE SHIELD TUNNEL FOR THE TRANS-TOKYO BAY HIGHWAY
    UCHIDA, K
    WASA, Y
    KANAI, M
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 1992, 7 (03) : 251 - 261
  • [3] Wind-induced vibration and control of Trans-Tokyo Bay Crossing bridge
    Fujino, Y
    Yoshida, Y
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2002, 128 (08): : 1012 - 1025
  • [4] Cement-mixed soil for Trans-Tokyo Bay Highway and railway bridge abutments
    Tatsuoka, F
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION PROJECTS, VOL 1, 2004, (126): : 18 - 76
  • [5] Reliability-based optimization using bridge importance sampling
    Beaurepaire, P.
    Jensen, H. A.
    Schueller, G. I.
    Valdebenito, M. A.
    PROBABILISTIC ENGINEERING MECHANICS, 2013, 34 : 48 - 57
  • [6] Reliability and reliability-based design optimization
    Toǧan, Vedat
    Daloǧlu, Ayşe
    Turkish Journal of Engineering and Environmental Sciences, 2006, 30 (04): : 237 - 249
  • [7] Reliability-based design optimization using reliability mapping functions
    Zhao, Weitao
    Shi, Xueyan
    Tang, Kai
    STRUCTURAL ENGINEERING AND MECHANICS, 2017, 62 (02) : 125 - 138
  • [8] Reliability-Based Design Optimization of a River Bridge Considering Uncertainty in Scours
    Liao, Kuo-Wei
    Chen, Wei-Lun
    Wu, Bang-Ho
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2018, 32 (01)
  • [9] System reliability-based bridge design using redundancy factors
    Zhu, B. J.
    Frangopol, D. M.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 1705 - 1709
  • [10] Reliability-Based Design Optimization Using Evolutionary Algorithm
    Jain, Niketa
    Badhotiya, Gaurav Kumar
    Chauhan, Avanish Singh
    Purohit, Jayant K.
    AMBIENT COMMUNICATIONS AND COMPUTER SYSTEMS, RACCCS 2017, 2018, 696 : 393 - 402