TY - GEN
T1 - Operational modal monitoring of ancient structures using wireless technology
AU - Aguilar, Rafael
AU - Ramos, Luis F.
AU - Lourenço, Paulo B.
AU - Severino, Ricardo
AU - Gomes, Ricardo
AU - Gandra, Paulo
AU - Alves, Mario
AU - Tovar, Eduardo
PY - 2011
Y1 - 2011
N2 - Operational Modal Analysis is currently applied in structural dynamic monitoring studies using conventional wired based sensors and data acquisition platforms. This approach, however, becomes inadequate in cases where the tests are performed in ancient structures with esthetic concerns or in others, where the use of wires greatly impacts the monitoring system cost and creates difficulties in the maintenance and deployment of data acquisition platforms. In these cases, the use of sensor platforms based on wireless and MEMS would clearly benefit these applications. This work presents a first attempt to apply this wireless technology to the structural monitoring of historical masonry constructions in the context of operational modal analysis. Commercial WSN platforms were used to study one laboratory specimen and one of the structural elements of a XV century building in Portugal. Results showed that in comparison to the conventional wired sensors, wireless platforms have poor performance in respect to the acceleration time series recorded and the detection of modal shapes. However, for frequency detection issues, reliable results were obtained, especially when random excitation was used as noise source.
AB - Operational Modal Analysis is currently applied in structural dynamic monitoring studies using conventional wired based sensors and data acquisition platforms. This approach, however, becomes inadequate in cases where the tests are performed in ancient structures with esthetic concerns or in others, where the use of wires greatly impacts the monitoring system cost and creates difficulties in the maintenance and deployment of data acquisition platforms. In these cases, the use of sensor platforms based on wireless and MEMS would clearly benefit these applications. This work presents a first attempt to apply this wireless technology to the structural monitoring of historical masonry constructions in the context of operational modal analysis. Commercial WSN platforms were used to study one laboratory specimen and one of the structural elements of a XV century building in Portugal. Results showed that in comparison to the conventional wired sensors, wireless platforms have poor performance in respect to the acceleration time series recorded and the detection of modal shapes. However, for frequency detection issues, reliable results were obtained, especially when random excitation was used as noise source.
UR - http://www.scopus.com/inward/record.url?scp=79960289527&partnerID=8YFLogxK
U2 - 10.1007/978-1-4419-9831-6_26
DO - 10.1007/978-1-4419-9831-6_26
M3 - Conference contribution
AN - SCOPUS:79960289527
SN - 9781441998309
T3 - Conference Proceedings of the Society for Experimental Mechanics Series
SP - 247
EP - 256
BT - Dynamics of Civil Structures - Proceedings of the 28th IMAC, A Conference on Structural Dynamics, 2010
PB - Springer New York LLC
ER -