TY - JOUR
T1 - Análisis de métodos OMA para la extracción de parámetros
modales sobre edificios existentes
AU - Samaniego Galindo, Victor Hugo
AU - Palacios Serrano, Ivan Santiago
AU - Placencia Leon, Jose Sebastian
AU - Muñoz Calle, Milton Rodrigo
AU - Gonzalez Martinez, Santiago Renan
AU - Jimenez Pacheco, Juan Carlos
PY - 2021
Y1 - 2021
N2 - This paper presents the application of Operational Modal
Analysis (OMA) methods in order to characterize the modal parameters (i.e., frequencies and
vibration modes) of a building. The study was carried out on a real scenario. In particular,
the Frequency Domain Decomposition (FDD) method and its enhanced version (EFDD) were used.
In a first stage, a preliminary structural evaluation of the building (using the rapid
visual inspection method, RVS), a dimensional survey and field tests for the mechanical
characterization of its components were carried out, for the purpose of obtaining a
conventional modal analysis in terms of its modal parameters. Based on this modal analysis,
an instrumentation plan was designed with triaxial MEMS accelerometers
(microelectromechanical systems). The instrumentation process was comprised of three stages:
acquisition, control and storage of information. The main contribution of this work consists
of the evaluation of the application of the FDD and EFDD methods on an essential building,
with the particularity of the use of microseismicity vibrations for the identification of
modal parameters. Results obtained reveal a fundamental frequency of the building of 1.43
Hz, as well as a non-recommended modal behavior.
AB - This paper presents the application of Operational Modal
Analysis (OMA) methods in order to characterize the modal parameters (i.e., frequencies and
vibration modes) of a building. The study was carried out on a real scenario. In particular,
the Frequency Domain Decomposition (FDD) method and its enhanced version (EFDD) were used.
In a first stage, a preliminary structural evaluation of the building (using the rapid
visual inspection method, RVS), a dimensional survey and field tests for the mechanical
characterization of its components were carried out, for the purpose of obtaining a
conventional modal analysis in terms of its modal parameters. Based on this modal analysis,
an instrumentation plan was designed with triaxial MEMS accelerometers
(microelectromechanical systems). The instrumentation process was comprised of three stages:
acquisition, control and storage of information. The main contribution of this work consists
of the evaluation of the application of the FDD and EFDD methods on an essential building,
with the particularity of the use of microseismicity vibrations for the identification of
modal parameters. Results obtained reveal a fundamental frequency of the building of 1.43
Hz, as well as a non-recommended modal behavior.
KW - Acelerógrafos; EFDD; FDD; Instrumentación; Salud estructural
KW - Acelerógrafos; EFDD; FDD; Instrumentación; Salud estructural
UR - http://www.rte.espol.edu.ec/index.php/tecnologica/article/view/832/527
M3 - Artículo
SN - 1390-3659
JO - Revista Tecnológica ESPOL
JF - Revista Tecnológica ESPOL
ER -