Performance Testing of Wireless Intelligent Sensor and Actuator Network (WISAN) on a Pre-Stressed Concrete Bridge

被引:0
|
作者
Zain, M. F. M. [1 ]
Krishnamurthy, V. [2 ]
Sazonov, E. [2 ]
Jamil, M. [1 ]
Taib, I. M. [3 ]
机构
[1] Univ Kebangsaan Malaysia, Fac Engn & Built Environm, Bangi 43600, Selangor, Malaysia
[2] Clarkson Univ, Dept Elect & Comp Engn, Potsdam, NY 13676 USA
[3] Bridge Struct & Civil Engn Div, Public Works Dept, Kuala Lumpur, Malaysia
关键词
wirelesss; intelligent sensor; actuator network; bridge monitoring; damage detection;
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
With advances in sensor technology and availability of low cost integrated circuits, a wireless monitoring sensor network has been considered to be the new generation technology for structural health monitoring. Wireless Intelligent Sensor and Actuator Network (WISAN) has hence been developed as a vibration based structural monitoring network that allows extraction of mode shapes from output-only vibration data from a structure. The mode shape information can further be used in modal methods of damage detection. This network has been tested on a pre-stressed concrete bridge in Kuala Lumpur, Malaysia. The results have been compared with a similar sized steel girder bridge.
引用
收藏
页码:390 / +
页数:2
相关论文
共 50 条
  • [21] Bayesian Prediction of Pre-Stressed Concrete Bridge Deflection Using Finite Element Analysis
    Lee, Jaebeom
    Lee, Kyoung-Chan
    Sim, Sung-Han
    Lee, Junhwa
    Lee, Young-Joo
    SENSORS, 2019, 19 (22)
  • [22] Analysis of ultimate bearing capacity of pre-stressed concrete frame bridge with high piers
    Li, Hai-Qing
    Yang, Wan-Li
    Gao, Xuan
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2013, 26 (06): : 128 - 134
  • [23] Comparative study among hybrid (steel & concrete) and pre-stressed concrete in the dimensioning of a railroad bridge superstructure
    de Oliveira Rodrigues, Glauco Jose
    Rebello da Silva Junior, Wilson Freitas
    Otto Vicente, Jose Antonio
    MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS, 2016, : 404 - 404
  • [24] Evaluation of the static and dynamic structural performance of segmental pre-stressed concrete box girder bridge after repairing and strengthening
    Naser, Ali Fadhil
    Wang, Zonglin
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2013, 7 (02) : 164 - 177
  • [25] The construction process for pre-stressed ultra high performance concrete communication tower
    Lai, Voo Yen
    Hejazi, Farzad
    Saleem, Sarah
    PLOS ONE, 2020, 15 (11):
  • [26] Long-term investigations of dynamic behavior of a pre-stressed concrete ballasted railway bridge
    Zhang, Youqi
    Miyamori, Yasunori
    Kadota, Takanori
    Saito, Takehiko
    STRUCTURES, 2023, 53 : 822 - 832
  • [28] Vertical deflection of a pre-stressed concrete bridge obtained using deformation sensors and inclinometer measurements
    Vurpillot, S
    Krueger, G
    Benouaich, D
    Clement, D
    Inaudi, D
    ACI STRUCTURAL JOURNAL, 1998, 95 (05) : 518 - 526
  • [29] Research on remaining pre-stress of diseased pre-stressed concrete bridges based on neural network
    He, Xiongjun
    Che, Xiaojun
    Hu, Guohua
    Cai, Mingzheng
    DCABES 2007 Proceedings, Vols I and II, 2007, : 588 - 591
  • [30] Remaining pre-stress Identification of diseased pre-stressed concrete bridges based on neural network
    Che, Xiaojun
    Zhang, Xiedong
    Yang, Chao
    ADVANCES IN CIVIL INFRASTRUCTURE ENGINEERING, PTS 1 AND 2, 2013, 639-640 : 1056 - 1059