Towards a reliable seismic assessment of rocking components
The paper addresses the reliability of the existing shake table testing protocols for
assessment of the seismic response of freestanding, ie unanchored, components meant as …
assessment of the seismic response of freestanding, ie unanchored, components meant as …
Base-isolation of a hospital pavilion against in-plane-out-of-plane seismic collapse of masonry infills
F Mazza - Engineering Structures, 2021 - Elsevier
The in-plane (IP) and out-of-plane (OOP) seismic collapse of masonry infills (MIs) may
induce devastating economic and social consequences for public buildings such as …
induce devastating economic and social consequences for public buildings such as …
Novel adaptive hysteretic damper for enhanced seismic protection of braced buildings
E Gandelli, S Chernyshov, J Distl, P Dubini… - Soil Dynamics and …, 2021 - Elsevier
Traditional bilinear hysteretic dampers (BHDs) are installed in buildings to enhance their
seismic performance by increasing the effective stiffness and damping and are usually …
seismic performance by increasing the effective stiffness and damping and are usually …
In-plane and out-of-plane nonlinear seismic response of masonry infills for hospitals retrofitted with hysteretic damped braces
F Mazza - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The present work studies the combined in-plane (IP) and out-of-plane (OOP) collapse of
unreinforced masonry infills (MIs) of strategic infrastructures such as hospitals retrofitted by …
unreinforced masonry infills (MIs) of strategic infrastructures such as hospitals retrofitted by …
Towards seismic design of nonstructural elements: Italian code‐compliant acceleration floor response spectra
B Chichino, S Peloso, D Bolognini… - Advances in Civil …, 2021 - Wiley Online Library
Seismic risk reduction of a building system, meant as primary building structure and
nonstructural elements (NSEs) as a whole, must rely upon an adequate design of each of …
nonstructural elements (NSEs) as a whole, must rely upon an adequate design of each of …
Concentrated Slip and Low Rupture Velocity for the May 20, 2012, MW 5.8, Po Plain (Northern Italy) Earthquake Revealed From the Analysis of Source Time …
We analyse the rupture properties of the May 20, 2012, MW 5.8, Po Plain (Northern Italy)
earthquake by using two different modeling procedures based on the source time functions …
earthquake by using two different modeling procedures based on the source time functions …
[PDF][PDF] Research Article Towards Seismic Design of Nonstructural Elements: Italian Code-Compliant Acceleration Floor Response Spectra
B Chichino, S Peloso, D Bolognini, C Moroni… - 2021 - academia.edu
Seismic risk reduction of a building system, meant as primary building structure and
nonstructural elements (NSEs) as a whole, must rely upon an adequate design of each of …
nonstructural elements (NSEs) as a whole, must rely upon an adequate design of each of …