Study on the Technical Status of Old Concrete Truss-Arch Bridge Based on Vehicle-Bridge Interaction

被引:2
|
作者
Xie, Renchao [1 ]
Li, Ming [1 ]
Xu, Chihao [1 ]
机构
[1] Suzhou Univ Sci & Technol, Coll Civil Engn, Suzhou 215000, Peoples R China
基金
中国国家自然科学基金;
关键词
LOAD;
D O I
10.1155/2022/9946957
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the rapid development of the country's economy, a large number of heavy vehicles are being used due to the expansion of transportation demand and increased transportation costs. For the old concrete truss-arch bridges built in the last century, the bridges may hardly meet the modern traffic volume. With respect to old bridges in poor condition, it takes more time and resources to evaluate the technical status by field load tests, and there are some safety risks. A finite element method based on vehicle-bridge coupled vibration theory was proposed for evaluating the technical status of concrete truss-arch bridges in this paper. An old concrete truss-arch bridge in the suburbs of Suzhou, China, was selected as the research object. The field static and dynamic load tests were conducted and the results are consistent with the results of the numerical simulation based on the method proposed in this study. It can be concluded that the proposed numerical method can be widely used to assess the technical state of the old concrete truss-arch bridges in poor condition.
引用
收藏
页数:13
相关论文
共 50 条
  • [21] Reinforcement Effect Evaluation on Dynamic Characteristics of an Arch Bridge Based on Vehicle-Bridge Coupled Vibration Analysis
    Tan, Yanbin
    He, Xingwen
    Shi, Lei
    Zheng, Shi
    Zhang, Zhe
    Wang, Xinshan
    CMES-COMPUTER MODELING IN ENGINEERING & SCIENCES, 2022, 131 (02): : 1041 - 1061
  • [22] Vehicle-bridge coupling vibration analysis of long-span concrete-filled steel tubular arch bridge
    Yao, Dunrong
    Deng, Nianchun
    Journal of Railway Science and Engineering, 2022, 19 (12) : 3693 - 3704
  • [23] A vehicle-bridge interaction vibration model considering bridge deck pavement
    Ren, Jianying
    Chen, Yuhang
    Sun, Zhiqi
    Zhang, Yu
    JOURNAL OF LOW FREQUENCY NOISE VIBRATION AND ACTIVE CONTROL, 2023, 42 (01) : 146 - 172
  • [24] VEHICLE-BRIDGE INTERACTION ANALYSIS: AN UNCOUPLED APPROACH
    Feriani, Anna
    Mulas, Maria G.
    Lucchini, Giacinto
    PROCEEDINGS OF ISMA 2008: INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING, VOLS. 1-8, 2008, : 609 - 623
  • [25] Vehicle-bridge interaction element for dynamic analysis
    Yang, Yeong-Bin
    Yau, Jong-Dar
    Journal of structural engineering New York, N.Y., 1997, 123 (11): : 1512 - 1518
  • [26] Reliability analysis of the bridge dynamic response in a stochastic vehicle-bridge interaction
    Ettefagh, Mir Mohammad
    Behkamkia, Daniel
    Pedrammehr, Siamak
    Asadi, Keivan
    KSCE JOURNAL OF CIVIL ENGINEERING, 2015, 19 (01) : 220 - 232
  • [27] Deterministic and stochastic dynamics of vehicle-bridge interaction
    Zhang, QL
    Vrouwenvelder, ACWM
    Wardenier, J
    COMPUTATIONAL CIVIL AND STRUCTURAL ENGINEERING, 2000, : 127 - 132
  • [28] MDOF extension of the Modified Bridge System method for vehicle-bridge interaction
    Stoura, Charikleia D.
    Dimitrakopoulos, Elias G.
    NONLINEAR DYNAMICS, 2020, 102 (04) : 2103 - 2123
  • [29] A Modified Bridge System method to characterize and decouple vehicle-bridge interaction
    Stoura, Charikleia D.
    Dimitrakopoulos, Elias G.
    ACTA MECHANICA, 2020, 231 (09) : 3825 - 3845
  • [30] Seismic response of a highway bridge in case of vehicle-bridge dynamic interaction
    Erdogan, Yildirim S.
    Catbas, Necati F.
    Erdogan, Yildirim S. (serhate@yildiz.edu.tr), 1600, Techno-Press (18): : 1 - 14