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The Institute of Theoretical and Applied Mechanics
5
records found
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1.
Original version of the author's contribution as presented on CD, section: [RS15] Performance-based earthquake engineering .:
PDF
SEISMIC RELIABILITY-BASED DESIGN OF INELASTIC STRUCTURES WITH DIFFERENT VALUES OF THE POST-YIELDING STIFFNESS ISOLATED BY FPS
Castaldo, Paolo
;
Palumbo, Mario Francesco
This work aims to evaluate the seismic reliability of nonlinear systems, considering both a hardening and softening post-yielding behavior, isolated by friction pendulum [...]
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2.
Original version of the author's contribution as presented on CD, section: [RS15] Performance-based earthquake engineering .:
PDF
SEISMIC RELIABILITY-BASED DESIGN OF PERFECTLY ELASTOPLASTIC STRUCTUTRES ISOLATED BY FPS
Castaldo, Paolo
;
Ferrentino, Tatiana
This paper deals with seismic reliability of nonlinear structural systems equipped with friction pendulum isolators (FPS). The isolated structures are described by employ [...]
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3.
Original version of the author's contribution as presented on USB, paper 3323.:
PDF
Seismic Reliability of Base-Isolated Structural Systems Through Fps
Palazzo, Bruno
;
Castaldo, Paolo
The paper deals with the seismic reliability of structural systems equipped with friction pendulum isolators (FPS). The behavior of these systems is analyzed by employing [...]
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4.
Original version of the author's contribution as presented on USB, paper 3321.:
PDF
Seismic Reliability Analysis of 3D Non-Linear Base-Isolated Structures With Fps
Vecchia, Pasquale Della
;
Castaldo, Paolo
The aim of the study consists in evaluating the seismic reliability and life-cycle costs of a reinforced concrete 3D system isolated by FPS bearings with different isolat [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 11-0032.:
PDF
Combined Control Strategy Base Isolation and Tuned Mass Dampers: An Effectiveness Analysis of Its Application to Non-Linear Benchmark Base Isolated Structure
De Iuliis, Massimiliano
;
Palazzo, Bruno
Base isolation is nowadays widely considered as an effective strategy to protect structures subject to seismic excitations. However, it has been shown that, in the case o [...]
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