Seismic economic loss assessment of highway girder bridges using Wenchuan earthquake as a sample

被引:0
|
作者
Fan, Yanyan [1 ]
Zhang, Haiyan [1 ]
Li, Ziqi [1 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Peoples R China
关键词
historical earthquake damage data; highway girder bridge; seismic vulnerability matrix; seismic vulnerability curve; seismic economic loss assessment; DISASTER RESILIENCE;
D O I
10.1504/IJCIS.2024.136292
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
To study the seismic economic loss of highway girder bridges, taking 596 highway girder bridges in the Wenchuan earthquake as examples, the seismic damage phenomenon of highway girder bridges was statistically analysed, the vulnerability of highway girder bridges was studied and analysed, and the vulnerability matrix and vulnerability curve of highway girder bridges were obtained. Two seismic economic loss calculation models for highway girder bridges are proposed - the probability-based seismic economic loss assessment model and the loss rate-based seismic economic loss assessment model. Then, the seismic loss of highway girder bridges is predicted. The seismic loss prediction results cannot only provide a reference range for the bridge seismic design level, but the evaluation results can also be used as a reference for the seismic capacity of highway girder bridges and as the basis for measures for earthquake prevention and disaster reduction.
引用
收藏
页码:33 / 55
页数:24
相关论文
共 50 条
  • [21] Seismic damage and mechanism of portal structure of highway tunnels in Wenchuan Earthquake
    Cui, Guang-Yao
    Wang, Ming-Nian
    Yu, Li
    Lin, Guo-Jin
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (06): : 1084 - 1091
  • [22] The effect of different intensity measures and earthquake directions on the seismic assessment of skewed highway bridges
    M.Bayat
    F.Daneshjoo
    N.Nisticò
    Earthquake Engineering and Engineering Vibration, 2017, 16 (01) : 165 - 179
  • [23] The effect of different intensity measures and earthquake directions on the seismic assessment of skewed highway bridges
    M. Bayat
    F. Daneshjoo
    N. Nisticò
    Earthquake Engineering and Engineering Vibration, 2017, 16 : 165 - 179
  • [24] Probabilistic seismic demand of isolated straight concrete girder highway bridges using fragility functions
    Bayat, Mahmoud
    Ahmadi, Hamid Reza
    Kia, Mehdi
    Cao, Maosen
    ADVANCES IN CONCRETE CONSTRUCTION, 2019, 7 (03) : 183 - 189
  • [25] Seismic assessment on the existing highway bridges in Taiwan
    Sung, Y. -C.
    Chang, K. -C.
    Chang, D. -W.
    Chen, C. -L
    Wu, H. -M.
    Liu, K. -Y.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE-CYCLE OPTIMIZATION, 2010, : 3554 - 3560
  • [26] Multihazard Damage and Loss Assessment of Bridges in a Highway Network Subjected to Earthquake and Tsunami Hazards
    Burns, Patrick O.
    Barbosa, Andre R.
    Olsen, Michael J.
    Wang, Haizhong
    NATURAL HAZARDS REVIEW, 2021, 22 (02)
  • [27] Influence of earthquake angle on seismic performance of concrete highway bridges
    Altunisik, Ahmet Can
    Okur, Ebru Kalkan
    GRADEVINAR, 2023, 75 (10): : 1013 - 1024
  • [28] Impact of Hanshin/Awaji earthquake on seismic design and seismic strengthening of highway bridges
    Kawashima, Kazuhiko
    Unjoh, Shigeki
    Structural Engineering/Earthquake Engineering, 1996, 13 (02)
  • [29] Seismic fragility assessment of highway bridges using support vector machines
    S. N. Mahmoudi
    L. Chouinard
    Bulletin of Earthquake Engineering, 2016, 14 : 1571 - 1587
  • [30] Seismic fragility assessment of highway bridges using support vector machines
    Mahmoudi, S. N.
    Chouinard, L.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2016, 14 (06) : 1571 - 1587