Preliminary design of very long-span suspension bridges

被引：69
|
作者：
Clemente, P
Nicolosi, G
Raithel, A
机构：
[1] ENEA, Ctr Ric Casaccia, I-00060 Rome, Italy
[2] Univ Naples Federico II, Dipartimento Anal & Progettaz Strutt, I-80125 Naples, Italy
来源：
ENGINEERING STRUCTURES | 2000年 / 22卷 / 12期
关键词：
suspension bridges; long-span bridges; limit span; deflection theory;
D O I：
10.1016/S0141-0296(99)00112-1
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The feasibility of very long-span suspension bridges is analysed. The relation between the geometrical parameters, the load and the material characteristics is first discussed in order to find out the limit value of the span length. An iteration procedure is then proposed to study the main aspects of the structural behaviour in the deflection theory. The results of a numerical investigation allow to state that the behaviour of a very long-span suspension bridge, both in terms of stresses and deflection, is similar to the behaviour of an unstiffened cable, the contribution of the girder being negligible. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：1699 / 1706
页数：8
相关论文
共 50 条
  • [1] WIND RESISTANT DESIGN FOR LONG-SPAN SUSPENSION BRIDGES
    KAZAMA, K
    YAMADA, H
    MIYATA, T
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 54 : 65 - 74
  • [2] PRELIMINARY DESIGN CONSIDERATIONS FOR WIND EFFECTS ON A VERY LONG-SPAN SUSPENSION BRIDGE
    MIYATA, T
    OKAUCHI, I
    SHIRAISHI, N
    NARITA, N
    NARAHIRA, T
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) : 379 - 388
  • [3] Aeroelastic Control of Long-Span Suspension Bridges
    Graham, J. Michael R.
    Limebeer, David J. N.
    Zhao, Xiaowei
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2011, 78 (04): : 41018 - 1
  • [4] Buffet suppression in long-span suspension bridges
    Limebeer, D. J. N.
    Graham, J. M. R.
    Zhao, X.
    [J]. ANNUAL REVIEWS IN CONTROL, 2011, 35 (02) : 235 - 246
  • [5] Damping system for long-span suspension bridges
    Moller, Randi Nohr
    Krenk, Steen
    Svendsen, Martin N.
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2019, 26 (12):
  • [6] Flutter Control of Long-Span Suspension Bridges
    Zhao, Xiaowei
    Limebeer, David J. N.
    Graham, J. Michael R.
    [J]. 2011 50TH IEEE CONFERENCE ON DECISION AND CONTROL AND EUROPEAN CONTROL CONFERENCE (CDC-ECC), 2011, : 4195 - 4200
  • [7] Monitoring Design for Long-Span Bridges
    Suzuki, K.
    Miki, C.
    Sasaki, E.
    Tanabe, A.
    [J]. MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 1540 - 1547
  • [8] Lifetime design of long-span bridges
    Koh, Hyun-Moo
    Park, Wonsuk
    Choo, Jinkyo F.
    [J]. STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2014, 10 (04) : 521 - 533
  • [9] Advanced aerostatic analysis of long-span suspension bridges
    Zhang X.-J.
    [J]. Journal of Zhejiang University-SCIENCE A, 2006, 7 (3): : 424 - 429
  • [10] Traffic Load Simulation for Long-Span Suspension Bridges
    Wang, Feng-Yang
    Xu, You-Lin
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2019, 24 (05)
12345