An efficient approach towards climate change impact on seismic fragility of aging bridges

被引:0
作者
Mortagi, M. [1 ]
Ghosh, J. [1 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Mumbai, Maharashtra, India
来源
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, LIFE-CYCLE SUSTAINABILITY AND INNOVATIONS | 2021年
关键词
CONCRETE; DETERIORATION;
D O I
10.1201/9780429279119-482
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In recent times, considerable number of researchers have been attentive to evaluating aging bridge vulnerability under seismic shaking. However, a majority of literature disregards the influence of initial in-situ temperature and relative humidity (that may be different than the reference laboratory conditions) on the time-varying degradation rate. Additionally, far too little attention has been paid to the joint impact of climate change on the seismic performance of aging bridges. Addressing the present needs, this study proposes a multi-hazard fragility assessment framework for highway bridges that jointly considers the influence of seismic shaking, structural deterioration due to chloride-induced, potential climate change, and influence of initial temperature and relative humidity. A seismic fragility metamodel is developed to aid in efficient computation of bridge vulnerability. Results reveal the potential impact of bridge geometry, the influence of initial temperature and relative humidity, and climate change on seismic fragility estimates of aging highway bridges.
引用
收藏
页码:3565 / 3572
页数:8
相关论文
共 24 条
  • [1] Environmental effects on cover cracking due to corrosion
    Balafas, I.
    Burgoyne, C. J.
    [J]. CEMENT AND CONCRETE RESEARCH, 2010, 40 (09) : 1429 - 1440
  • [2] Influence of weather and global warming in chloride ingress into concrete: A stochastic approach
    Bastidas-Arteaga, E.
    Chateauneuf, A.
    Sanchez-Silva, M.
    Bressolette, Ph.
    Schoefs, F.
    [J]. STRUCTURAL SAFETY, 2010, 32 (04) : 238 - 249
  • [3] Reliability of Reinforced Concrete Structures Subjected to Corrosion-Fatigue and Climate Change
    Bastidas-Arteaga, Emilio
    [J]. INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2018, 12 (01)
  • [4] Influence of global warming on durability of corroding RC structures: A probabilistic approach
    Bastidas-Arteaga, Emilio
    Schoefs, Franck
    Stewart, Mark G.
    Wang, Xiaoming
    [J]. ENGINEERING STRUCTURES, 2013, 51 : 259 - 266
  • [5] Probabilistic capacity models and seismic fragility estimates for RC columns subject to corrosion
    Choe, Do-Eun
    Gardoni, Paolo
    Rosowsky, David
    Haukaas, Terie
    [J]. RELIABILITY ENGINEERING & SYSTEM SAFETY, 2008, 93 (03) : 383 - 393
  • [6] Duracrete, 2000, PROB PERF BAS DUR DE
  • [7] Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress
    El Hassan, Jinane
    Bressolette, Philippe
    Chateauneuf, Alaa
    El Tawil, Khaled
    [J]. ENGINEERING STRUCTURES, 2010, 32 (10) : 3279 - 3287
  • [8] Corrosion influence on bond in reinforced concrete
    Fang, CQ
    Lundgren, K
    Chen, LG
    Zhu, CY
    [J]. CEMENT AND CONCRETE RESEARCH, 2004, 34 (11) : 2159 - 2167
  • [9] Impact of multiple component deterioration and exposure conditions on seismic vulnerability of concrete bridges
    Ghosh, Jayadipta
    Padgett, Jamie E.
    [J]. EARTHQUAKES AND STRUCTURES, 2012, 3 (05) : 649 - 673
  • [10] Aging Considerations in the Development of Time-Dependent Seismic Fragility Curves
    Ghosh, Jayadipta
    Padgett, Jamie E.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2010, 136 (12) : 1497 - 1511