Real-Time Probabilistic Structural Evaluation of Bridges Using Dynamic Displacements Extracted via GPS Technology

被引:6
|
作者
Ramon Gaxiola-Camacho, J. [1 ]
Rene Vazquez-Ontiveros, J. [2 ]
Michel Guzman-Acevedo, G. [3 ]
Bennett, Richard A. [4 ]
Martin Reyes-Blanco, J. [5 ]
Esteban Vazquez-Becerra, G. [2 ]
机构
[1] Autonomous Univ Sinaloa, Dept Civil Engn, Culiacan 80040, Sinaloa, Mexico
[2] Autonomous Univ Sinaloa, Dept Earth & Space Sci, Culiacan 80040, Sinaloa, Mexico
[3] Mexican Inst Transportat, Dept Struct Hlth Monitoring, Sanfandila 76703, Queretaro, Mexico
[4] Univ Arizona, Dept Geosci, Tucson, AZ 85721 USA
[5] Univ Massachusetts, Struct Dynam & Acoust Syst Lab, Lowell, MA 01854 USA
关键词
Bridge engineering; Structural health monitoring; Global positioning system; Dynamic displacement; Reliability index; Probability of failure; ACCELERATION;
D O I
10.1061/(ASCE)SU.1943-5428.0000350
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Global Positioning System (GPS) technology is reported in the literature as a reasonable alternative for the structural health monitoring (SHM) of bridges. However, more validations of GPS technology must be performed to extract the associated risk of bridges, particularly applying probabilistic concepts. This paper presents a probabilistic approach to evaluating the safety of bridges using real-time dynamic displacements obtained via geodetic-grade GPS receivers. The implementation of the probabilistic approach is demonstrated by the evaluation of the serviceability condition of a real-scale bridge. The structural evaluation involved the continuous extraction of GPS displacement data over the course of 1 h at three different periods of the day from Monday to Sunday. A comprehensive probabilistic study is developed based on dynamic displacements in terms of reliability index and probability of failure. Finally, based on the findings documented in this paper, the detection of unsafe serviceability conditions of bridges is possible by integrating GPS technology and the probabilistic approach presented in this research, which may help to inform decisions about the improvement or retrofit of bridge structures.
引用
收藏
页数:15
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