scholarly journals Assessing the potential value of bridge monitoring systems

Author(s):  
Paul J. Vardanega ◽  
Graham T. Webb ◽  
Paul R. A. Fidler ◽  
Campbell R. Middleton
Author(s):  
Paul J. Vardanega ◽  
Graham T. Webb ◽  
Paul R. A. Fidler ◽  
Campbell R. Middleton ◽  
John Collins

2005 ◽  
Vol 1 (4) ◽  
pp. 397-404 ◽  
Author(s):  
Sreenivas Alampalli ◽  
Titus GH. Cioara

1997 ◽  
Vol 16 (1) ◽  
pp. 43-56 ◽  
Author(s):  
Sreenivas Alampalli ◽  
Gongkang Fu

Long-term continuous monitoring of structures may be helpful in many aspects of structural engineering when parameters of interest may change significantly over time. To test the idea of continuous monitoring for bridges, and to examine sensitivity of vibration properties to structural damage/deterioration, specifications have been developed for remote bridge-monitoring systems. They were implemented on two structures for experimental monitoring of condition. This report describes their capabilities and summarizes experience in their design, installation, and operation.


2008 ◽  
Vol 47-50 ◽  
pp. 53-56
Author(s):  
Ki Tae Park

The first long-term bridge monitoring system in Korea was installed in 1995, and many bridges have been maintained by long-term monitoring systems. Recently, reliability of data and cost effectiveness have been increased by advanced sensor technology (fiber optic sensor, RFID, USN etc) and measuring equipment. In Korea, the large-scale project for the safety network integration for long-term smart monitoring systems for bridge structures started in 2007, and this is the second year of the project. In this system, various innovative sensor types are considered. To increase the effectiveness of this network system, an analysis of the problems with the conventional long-term bridge monitoring system and solution investigations are needed. The biggest problems are low durability and data reliability because of noise, and the lack of data applications techniques. Therefore, in this paper, a brief summary of the projects is presented and the state of bridge monitoring systems in Korea is investigated, and various problems and solutions for these problems are briefly suggested.


2014 ◽  
Vol 4 (4) ◽  
pp. 255-276
Author(s):  
Piotr Omenzetter ◽  
Poonam Mangabhai ◽  
Ravikash Singh ◽  
Rolando Orense

2018 ◽  
Vol 216 ◽  
pp. 01009 ◽  
Author(s):  
Andrey Yashnov ◽  
Pavel Kuzmenkov

The average age of bridges in operation and their accumulated damage are ever increasing, while design solutions of new bridges are increasingly complex. It is difficult to adequately reflect performance characteristics of these structures in design models. In order to prevent accidents during construction and operation, it is necessary to verify experimentally that the actual stress-strain behavior corresponds to design parameters. Special monitoring systems are developed and implemented to improve the operational reliability of structures. This study uses mathematical modeling and instrumental measurements to develop monitoring systems. A systematic approach has been implemented. The paper presents the results produced by modern automated measuring, recording and data processing equipment to provide online diagnostics and long-term status monitoring of bridge structures.


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