[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 …

Influence of FPS bearing properties on the seismic performance of base‐isolated structures

P Castaldo, E Tubaldi - Earthquake Engineering & Structural …, 2015 - Wiley Online Library
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 …

Influence of viscous dampers ultimate capacity on the seismic reliability of building structures

F Scozzese, L Gioiella, A Dall'Asta, L Ragni, E Tubaldi - Structural Safety, 2021 - Elsevier
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 …

Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures

P Castaldo, E Tubaldi - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
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 …

Influence of the nonlinear behavior of viscous dampers on the seismic demand hazard of building frames

A Dall′ Asta, E Tubaldi, L Ragni - Earthquake Engineering & …, 2016 - Wiley Online Library
This paper analyzes the influence of damper properties on the probabilistic seismic
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

A Rudman, E Tubaldi, J Douglas… - … & Structural Dynamics, 2024 - Wiley Online Library
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 …

Optimal placement of active control devices and sensors in frame structures using multi‐objective genetic algorithms

YJ Cha, A Raich, L Barroso… - Structural Control and …, 2013 - Wiley Online Library
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 …

Probabilistic seismic demand analysis of controlled steel moment‐resisting frame structures

LR Barroso, S Winterstein - Earthquake engineering & …, 2002 - Wiley Online Library
This paper describes a proposed methodology, referred to as probabilistic seismic control
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

LR Barroso, JG Chase, S Hunt - Journal of Structural Control, 2003 - Wiley Online Library
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 …

The impact of total acceleration control for semi-active earthquake hazard mitigation

JG Chase, LR Barroso, S Hunt - Engineering Structures, 2004 - Elsevier
Total structural acceleration regulation is a means of managing structural response energy
and enhancing the performance of civil structures undergoing large seismic events. A …