A Retrospective Analysis of Hydraulic Bridge Collapse

被引:0
|
作者
Montalvo, Cristopher [1 ]
Cook, Wesley [2 ]
机构
[1] New Mexico Inst Min & Technol, Dept Civil & Environm Engn, POB 2181, Socorro, NM 87801 USA
[2] New Mexico Inst Min & Technol, Dept Civil & Environm Engn, 801 Leroy Pl, Socorro, NM 87801 USA
来源
CONGRESS ON TECHNICAL ADVANCEMENT 2017: INFRASTRUCTURE RESILIENCE AND ENERGY | 2017年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The New York State Department of Transportation maintains a database of over 428 bridges that have collapsed in the United States between 1992 and 2014. These collapsed bridges are associated with inspection data from the National Bridge Inventory dated just prior to collapse. Out of 428 bridges in the compiled-collapse database, 237 (55.4%) have collapsed due to a hydraulic-induced failure. A test of independence between the scour critical rating and hydraulic failure indicates that the two variables are associated. Almost half of the bridges (46.4%) that collapsed due to a hydraulic failure are inspected and rated scour stable, which indicates a discrepancy between the scour critical rating and hydraulic collapse. Evidence of accelerated deterioration is found in conjunction with substructure condition ratings. Underwater inspection of in-service bridges show decreased substructure condition ratings compared to decks and superstructures. The evaluation of the bridge components for hydraulic collapse (median rating of '5') and the in-service population (median rating of '7') yield a lower rating for the substructure. The presence of minor scour at the substructure is a greater hazard than currently described by the inspection system.
引用
收藏
页码:22 / 28
页数:7
相关论文
共 50 条
  • [21] YARRA BRIDGE COLLAPSE
    不详
    CONCRETE, 1970, 4 (11): : 413 - &
  • [22] BINARY BRIDGE COLLAPSE
    PRATT, J
    HIGHER EDUCATION REVIEW, 1974, 6 (03): : 54 - 55
  • [23] Miami Bridge Collapse
    Petroski, Henry
    AMERICAN SCIENTIST, 2018, 106 (04) : 206 - 209
  • [24] Frequency analysis of extreme scour depths at bridge piers and their contribution to bridge collapse risk
    Rifo, Cristian
    Arriagada, Pedro
    Ettmer, Bernd
    Link, Oscar
    HYDROLOGICAL SCIENCES JOURNAL, 2022, 67 (13) : 2029 - 2041
  • [25] Pedestrian Bridge Collapse and Failure Analysis in Giles County, Virginia
    Dymond, Benjamin Z.
    Roberts-Wollmann, Carin L.
    Wright, William J.
    Cousins, Thomas E.
    Bapat, Amey V.
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2014, 28 (04)
  • [26] Analysis on Collapse Accident of Dongjiang Bridge in Heyuan, Guangdong Province
    Li, Cui-Hua
    Chen, Lin-Li
    Yang, Li-Bin
    Peng, Wei-Bing
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2021, 34 (02): : 211 - 219
  • [27] Numerical Collapse Analysis of Tsuyagawa Bridge Damaged by Tohoku Tsunami
    Salem, Hamed
    Mohssen, Suzan
    Nishikiori, Yuto
    Hosoda, Akira
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2016, 30 (06)
  • [28] Risk analysis of karst collapse on Jinghe super major bridge
    Zhao, Jian-Feng
    Journal of Railway Engineering Society, 2014, 31 (04) : 88 - 92
  • [29] Design and Analysis of Hydraulic Full-bridge Network for Water Hydraulic Servo Valve
    Wang Xinhua
    Zheng Jian
    Li Wei
    Sun Shuwen
    ADVANCED MATERIALS SCIENCE AND TECHNOLOGY, PTS 1-2, 2011, 181-182 : 377 - 382
  • [30] Progressive bridge collapse analysis under both scour and floods by coupling simulation in structural and hydraulic fields. Part I: Numerical solver
    Zhang, Rongzhao
    Xiong, Wen
    Ma, Xiaolong
    Cai, C. S.
    OCEAN ENGINEERING, 2023, 273