A comparative study of damage-sensitive features for rapid data-driven seismic structural health monitoring

Y Reuland, P Martakis, E Chatzi - Applied Sciences, 2023 - mdpi.com
Rapid post-earthquake damage assessment forms a critical element of resilience, ensuring
a prompt and functional recovery of the built environment. Monitoring-based approaches …

Vibration-based tests and results for the evaluation of infill masonry walls influence on the dynamic behaviour of buildings: a review

V Nicoletti, D Arezzo, S Carbonari, F Gara - Archives of Computational …, 2022 - Springer
Tests on infill masonry walls have been widely performed by many researchers and for a
long time with the main purpose of characterising the infill performance under earthquake …

Empirical estimate of fundamental frequencies and damping for Italian buildings

MR Gallipoli, M Mucciarelli… - Earthquake Engineering & …, 2009 - Wiley Online Library
The aim of this work is to estimate the fundamental translational frequencies and relative
damping of a large number of existing buildings, performing ambient vibration …

Full‐scale dynamic response of an RC building under weak seismic motions using earthquake recordings, ambient vibrations and modelling

C Michel, P Guéguen, S El Arem… - Earthquake …, 2010 - Wiley Online Library
In countries with a moderate seismic hazard, the classical methods developed for strong
motion prone countries to estimate the seismic behaviour and subsequent vulnerability of …

Earthquake damage detection in the Imperial County Services Building I: The data and time–frequency analysis

MI Todorovska, MD Trifunac - Soil Dynamics and Earthquake Engineering, 2007 - Elsevier
The former Imperial County Services Building was a six-story reinforced concrete structure in
the El Centro, California, severely damaged by the 1979 Imperial Valley earthquake. It …

A simple and efficient intensity measure to account for nonlinear structural behavior

M De Biasio, S Grange, F Dufour, F Allain… - Earthquake …, 2014 - journals.sagepub.com
A fundamental issue that arises in the framework of probabilistic seismic risk analysis is the
choice of ground motion intensity measures (IMs). A new structure-specific IM, namely …

Time-frequency analysis of small frequency variations in civil engineering structures under weak and strong motions using a reassignment method

C Michel, P Gueguen - Structural health monitoring, 2010 - journals.sagepub.com
The analysis of strong and weak motion recordings in existing structures is critical for
understanding both the damaging process during earthquakes and their structural behavior …

Analysis of non-stationary structural systems by using a band-variable filter

R Ditommaso, M Mucciarelli, FC Ponzo - Bulletin of Earthquake …, 2012 - Springer
One of the main tools used to study the dynamic response of structural systems is certainly
the Fourier Transform. This tool is very useful and reliable to investigating the response of a …

Evaluation and considerations about fundamental periods of damaged reinforced concrete buildings

R Ditommaso, M Vona, MR Gallipoli… - Natural Hazards and …, 2013 - nhess.copernicus.org
The aim of this paper is an empirical estimation of the fundamental period of reinforced
concrete buildings and its variation due to structural and non-structural damage. The 2009 …

Data‐driven post‐earthquake rapid structural safety assessment

JA Goulet, C Michel… - Earthquake Engineering & …, 2015 - Wiley Online Library
Earthquake‐prone cities are exposed to important societal and financial losses. An
important part of these losses stems from the inability to use structures as shelters or for …