Wireless Sensor Network Based Bridge Health Monitoring System for Long-Span Bridges

2014 ◽  
Vol 905 ◽  
pp. 575-579
Author(s):  
Jun Zu Sun ◽  
Qiao Huang

With the convenience to add or replace sensors, to maintain and extend, a new solution of wireless sensor network based bridge health monitoring system for long-span bridges was proposed, which includes advanced and low power-consumption sensors, wide-range short-distance wireless communication module, high-speed long-distance wireless communication module, efficient and practical management software. 433 MHz industrial wireless module was selected for short-distance wireless communication among nodes and between nodes and gateways. 3G WCDMA was chosen for long-distance wireless communication between gateways and the control centers. Whole process controlled management software was specially developed.

2013 ◽  
Vol 59 (2) ◽  
pp. 177-184 ◽  
Author(s):  
Artur Andrzejczak ◽  
Paweł Łeczycki ◽  
Maciej Makowski ◽  
Bartosz Pekosławski ◽  
Piotr Pietrzak ◽  
...  

Abstract This paper describes a design of wireless distributed SHM (Structure Health Monitoring) system with a particular emphasis on comparison of wireless communication standards. The presented solution is being deployed in the TULCOEMPA project. Several wireless communication standards are compared, with their benefits, disadvantages and typical areas of application. A choice of proper ISM (Industrial Scientific Medical) band and reasons for use of Wireless Sensor Networks are also discussed. The last part of this paper presents the proposed structure and designed prototype. The chosen architecture of the system and the program algorithm used for communication and measurements are described.


2012 ◽  
Vol 188 ◽  
pp. 162-167 ◽  
Author(s):  
Chang Rong Yao ◽  
Ya Dong Li

The health monitoring for long-span bridges has become a hotspot in civil engineering. However, because of the complexity and particularity in bridge structure, monitoring variables are greatly influenced by environmental factors, which results in more difficulties in evaluation. The paper analyzes structural responses in different temperature fields, and the results show that effect of temperature difference among members and temperature gradient are remarkable on structures. The results may be of reference for formulation of bridge health monitoring strategies.


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