<abstract xmlns="http://www.w3.org/1999/xhtml"><p>Structural Health Monitoring is an extremely complex and relatively expensive activity, and the current offer of tools, methods and technologies is varied, which can lead to a virtually high number of structural monitoring systems that can be customized for each case. In time, the monitoring of bridges became the engine for the development of SHM tools, methods and technologies, or manager monitoring systems. The case study, in continuous quasi-static condition, was performed on Incheon Grand Bridge South Korea. Tracking the behaviour of an objective under the influence of sunshine is performed by VCE Vienna Consulting Engineers ZT GmbH. This paper presents the effect of sunshine on a steel structural element, the first lamella front North line, by comparing data pairs that reflect the cause: steel temperature and the effect: the movement of a sensor mounted on the structural element. The analysis was performed using several software dedicated to mathematical modelling, trying to establish different mathematical models that can be tested and validated.</p></abstract>

Structural Health Monitoring is an extremely complex and relatively expensive activity, and the current offer of tools, methods and technologies is varied, which can lead to a virtually high number of structural monitoring systems that can be customized for each case. In time, the monitoring of bridges became the engine for the development of SHM tools, methods and technologies, or manager monitoring systems. The case study, in continuous quasi-static condition, was performed on Incheon Grand Bridge South Korea. Tracking the behaviour of an objective under the influence of sunshine is performed by VCE Vienna Consulting Engineers ZT GmbH. This paper presents the effect of sunshine on a steel structural element, the first lamella front North line, by comparing data pairs that reflect the cause: steel temperature and the effect: the movement of a sensor mounted on the structural element. The analysis was performed using several software dedicated to mathematical modelling, trying to establish different mathematical models that can be tested and validated.

Mathematical Modelling Of The Bridges Structural Monitoring I

Technical University of Cluj Napoca, Faculty of Civil Engineering, Department of Terrestrial Measurement and Cadastre, 25 G. Baritiu St., 400027 Cluj-Napoca, Romania

Journal of Applied Engineering Sciences

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"Mathematical Modelling Of The Bridges Structural Monitoring I"}

Structural Health Monitoring is an extremely complex and relatively expensive activity, and the current offer of tools, methods and technologies is varied,...

Mathematical Modelling Of The Bridges Structural Monitoring I

Data publikacji: 08 cze 2015

Zakres stron: 83 - 90

Otrzymano: 08 mar 2015

Przyjęty: 19 mar 2015

DOI: https://doi.org/10.1515/jaes-2015-0011

Słowa kluczowe
Incheon Grand Bridge, Structural Health Monitoring, Mathematical Model, Sensors, Steel Structural Element

© G.M.T. Rădulescu et al.

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Mathematical Modelling Of The Bridges Structural Monitoring I

Data publikacji: 08 cze 2015

Zakres stron: 83 - 90

Otrzymano: 08 mar 2015

Przyjęty: 19 mar 2015

DOI: https://doi.org/10.1515/jaes-2015-0011

Słowa kluczoweIncheon Grand Bridge, Structural Health Monitoring, Mathematical Model, Sensors, Steel Structural Element

© G.M.T. Rădulescu et al.

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Słowa kluczowe
Incheon Grand Bridge, Structural Health Monitoring, Mathematical Model, Sensors, Steel Structural Element