A parameter identification method and a high gain observer are proposed in order to identify the model and to recover the state of a seismically excited shear building using acceleration responses of the ground and instrumented floors levels, as well as the responses at noninstrumented floors, which are reconstructed by means of cubic spline shape functions. The identification method can be implemented online or offline and uses Linear Integral Filters, whose bandwidth must enclose the spectrum of a seismically excited building. On the other hand, the proposed state observer estimates the displacements and velocities of all the structure floors using the model estimated by the identification method. The observer allows obtaining a fast resp...
Damage detection and system identification with output-only information is an important but challeng...
This paper describes the application to a real instrumented building of a new technique to estimate ...
This study explores the possibility of using frequency responses function curvature method and cubic...
Satisfactory calibration between a building and its numerical model can be achieved through system i...
A reconstructor of seismic responses based on the use of a spline shape function to interpolate resp...
A methodology to estimate the shear model of seismically excited, torsionally coupled buildings usin...
buildings with two orthogonal horizontal components J Mauricio Angeles-Cervantes and Luis Alvarez-Ic...
This paper presents an efficient procedure to determine the natural frequencies, modal damping ratio...
The linear-elastic response of a building structure subjected to an earthquake base excitation can b...
National Natural Science Foundation of China (NSFC) [51178406]; State Key Laboratory for Disaster Re...
Simultaneous identification of both structural parameters and ground motion of an earthquake-excited...
Performance-based seismic design requires reliable methods to estimate earthquake demands to be met ...
This study explores the possibility of using stiffness-based method and cubic spline interpolation t...
This research investigates the method of parameter identification for base-isolated buildings with a...
The problem of determining linear models of structures from seismic response data is investigated us...
Damage detection and system identification with output-only information is an important but challeng...
This paper describes the application to a real instrumented building of a new technique to estimate ...
This study explores the possibility of using frequency responses function curvature method and cubic...
Satisfactory calibration between a building and its numerical model can be achieved through system i...
A reconstructor of seismic responses based on the use of a spline shape function to interpolate resp...
A methodology to estimate the shear model of seismically excited, torsionally coupled buildings usin...
buildings with two orthogonal horizontal components J Mauricio Angeles-Cervantes and Luis Alvarez-Ic...
This paper presents an efficient procedure to determine the natural frequencies, modal damping ratio...
The linear-elastic response of a building structure subjected to an earthquake base excitation can b...
National Natural Science Foundation of China (NSFC) [51178406]; State Key Laboratory for Disaster Re...
Simultaneous identification of both structural parameters and ground motion of an earthquake-excited...
Performance-based seismic design requires reliable methods to estimate earthquake demands to be met ...
This study explores the possibility of using stiffness-based method and cubic spline interpolation t...
This research investigates the method of parameter identification for base-isolated buildings with a...
The problem of determining linear models of structures from seismic response data is investigated us...
Damage detection and system identification with output-only information is an important but challeng...
This paper describes the application to a real instrumented building of a new technique to estimate ...
This study explores the possibility of using frequency responses function curvature method and cubic...