This paper describes a system developed in LabVIEW environment to monitor the long term dynamic behavior of bridges. This system comprises three main parts: an automated signal processing toolkit, including automated vibration level detection and system identification; a database to organize the results, in text and graph format, generated from the signal processing toolkit; and a user-friendly results visualization toolkit. This system automatically processes, both in real-time and offline model, the signals acquired in every setup and generates the corresponding daily and monthly variation of vibration levels and modal parameters. The usefulness of this system is illustrated with an application to data continuously acquired by the permane...
Abstract Structural health monitoring (SHM) systems have been developed to evaluate structural respo...
Paper presented at rhe International Conference on Bridge Management Systems - Monitoring, Assessmen...
A new framework for long-term monitoring of bridges is proposed in order to negate (i) the impact of...
Vibration of a new concrete bridge was monitored and change in the bridge structural stiffness was i...
An automatic modal identification program is developed for continuous extraction of modal parameters...
A multi-channel dynamic monitoring system has been recently installed in a centenary iron arch bridg...
A multi-channel continuous dynamic monitoring system has been installed in a centenary iron arch bri...
A bridge health monitoring system is presented based on vibration measurements collected from a netw...
International audienceThe Éric Tabarly bridge in Nantes is a 210m long cable-stayed road bridge cros...
The San Michele bridge is an iron arch bridge that crosses the Adda river about 50 km far from Milan...
This work outlines the main algorithms involved in a proposed bridge monitoring system based on ambi...
The San Michele bridge is an iron arch bridge that crosses the Adda river about 50 km far from Milan...
Continuous monitoring of structural vibrations is becoming increasingly common as interest in struct...
Large lightweight structures like bridges are susceptible to vibrations due to operational and envir...
In the Netherlands there are many bridges that crosses waterways, which are key nodes in the transpo...
Abstract Structural health monitoring (SHM) systems have been developed to evaluate structural respo...
Paper presented at rhe International Conference on Bridge Management Systems - Monitoring, Assessmen...
A new framework for long-term monitoring of bridges is proposed in order to negate (i) the impact of...
Vibration of a new concrete bridge was monitored and change in the bridge structural stiffness was i...
An automatic modal identification program is developed for continuous extraction of modal parameters...
A multi-channel dynamic monitoring system has been recently installed in a centenary iron arch bridg...
A multi-channel continuous dynamic monitoring system has been installed in a centenary iron arch bri...
A bridge health monitoring system is presented based on vibration measurements collected from a netw...
International audienceThe Éric Tabarly bridge in Nantes is a 210m long cable-stayed road bridge cros...
The San Michele bridge is an iron arch bridge that crosses the Adda river about 50 km far from Milan...
This work outlines the main algorithms involved in a proposed bridge monitoring system based on ambi...
The San Michele bridge is an iron arch bridge that crosses the Adda river about 50 km far from Milan...
Continuous monitoring of structural vibrations is becoming increasingly common as interest in struct...
Large lightweight structures like bridges are susceptible to vibrations due to operational and envir...
In the Netherlands there are many bridges that crosses waterways, which are key nodes in the transpo...
Abstract Structural health monitoring (SHM) systems have been developed to evaluate structural respo...
Paper presented at rhe International Conference on Bridge Management Systems - Monitoring, Assessmen...
A new framework for long-term monitoring of bridges is proposed in order to negate (i) the impact of...