[LIBRO][B] Technology of semiactive devices and applications in vibration mitigation
F Casciati, G Magonette, F Marazzi - 2006 - books.google.com
Researchers have studied many methods of using active and passive control devices for
absorbing vibratory energy. Active devices, while providing significant reductions in …
absorbing vibratory energy. Active devices, while providing significant reductions in …
Influence of FPS bearing properties on the seismic performance of base‐isolated structures
The paper analyzes the influence of friction pendulum system (FPS) isolator properties on
the seismic performance of base‐isolated building frames. The behavior of these systems is …
the seismic performance of base‐isolated building frames. The behavior of these systems is …
Influence of viscous dampers ultimate capacity on the seismic reliability of building structures
Anti-seismic devices should be designed with proper safety margins against their failure,
because the reliability of the structural system where they are installed is strongly influenced …
because the reliability of the structural system where they are installed is strongly influenced …
Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures
This study examines the influence of ground motion characteristics on the optimal friction
properties of single concave sliding bearings employed for the seismic isolation of structural …
properties of single concave sliding bearings employed for the seismic isolation of structural …
Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames
This paper analyzes the influence of damper properties on the probabilistic seismic
performance of building frames equipped with viscous dampers. In particular, a probabilistic …
performance of building frames equipped with viscous dampers. In particular, a probabilistic …
The impact of the choice of intensity measure and seismic demand model on seismic risk estimates with respect to an unconditional benchmark
Many methods for seismic risk assessment rely on the selection of a seismic intensity
measure (IM) and the development of models of the seismic demand conditional on the IM …
measure (IM) and the development of models of the seismic demand conditional on the IM …
Optimal placement of active control devices and sensors in frame structures using multi‐objective genetic algorithms
Active control efficiency is highly dependent on the control algorithm and device types as
well as the locations of the devices and sensors in a building. A gene manipulation, multi …
well as the locations of the devices and sensors in a building. A gene manipulation, multi …
Probabilistic seismic demand analysis of controlled steel moment‐resisting frame structures
This paper describes a proposed methodology, referred to as probabilistic seismic control
analysis, for the development of probabilistic seismic demand curves for structures with …
analysis, for the development of probabilistic seismic demand curves for structures with …
Resettable smart dampers for multi‐level seismic hazard mitigation of steel moment frames
A main goal of supplemental control devices is to manage the energy dissipation in the
system. Resettable devices have emerged as a promising control device for application to …
system. Resettable devices have emerged as a promising control device for application to …
The impact of total acceleration control for semi-active earthquake hazard mitigation
Total structural acceleration regulation is a means of managing structural response energy
and enhancing the performance of civil structures undergoing large seismic events. A …
and enhancing the performance of civil structures undergoing large seismic events. A …