[HTML][HTML] 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 …
long time with the main purpose of characterising the infill performance under earthquake …
Non-structural elements and the dynamic response of buildings: A review
A Devin, PJ Fanning - Engineering Structures, 2019 - Elsevier
The primary structural system of a building is designed to resist a variety of loads. In addition
to this primary system, there are secondary systems or so-called 'non-structural'elements …
to this primary system, there are secondary systems or so-called 'non-structural'elements …
Parameters affecting the fundamental period of RC buildings with infill walls
MM Kose - Engineering Structures, 2009 - Elsevier
In this study, the effects of selected parameters ie building height, number of bays, ratio of
area of shear walls to area of floor, ratio of infilled panels to total number of panels and type …
area of shear walls to area of floor, ratio of infilled panels to total number of panels and type …
Dynamic monitoring of buildings as a diagnostic tool during construction phases
V Nicoletti, D Arezzo, S Carbonari, F Gara - Journal of Building Engineering, 2022 - Elsevier
The paper discusses the usefulness of the dynamic characterization of buildings based on
the use of ambient vibration tests at different construction phases. The proposed …
the use of ambient vibration tests at different construction phases. The proposed …
Seismic retrofit assessment of a school building through operational modal analysis and fe modeling
F Gara, S Carbonari, D Roia, A Balducci… - Journal of Structural …, 2021 - ascelibrary.org
The paper deals with the dynamic characterization of a reinforced concrete (RC) frame
school building in central Italy before and after the seismic retrofitting, obtained by coupling …
school building in central Italy before and after the seismic retrofitting, obtained by coupling …
Microtremor measurements for assessing the influences of non-structural components on the modal properties and vulnerability of steel structures
Non-structural components (NSCs) in the majority of the FE models are commonly
considered as a concentrated/distributed mass, and their stiffness along with damping ratio …
considered as a concentrated/distributed mass, and their stiffness along with damping ratio …
Influence of the construction process and nonstructural components on the modal properties of a five‐story building
A full‐scale five‐story reinforced concrete building was built and tested on the NEES‐UCSD
shake table during the period from May 2011 to May 2012. The purpose of this test program …
shake table during the period from May 2011 to May 2012. The purpose of this test program …
Seismic response trends evaluation and finite element model calibration of an instrumented RC building considering soil–structure interaction and non-structural …
F Butt, P Omenzetter - Engineering Structures, 2014 - Elsevier
This paper presents experimental system identification and numerical modelling of a three
story RC building monitored for a period of more than two years. System identification was …
story RC building monitored for a period of more than two years. System identification was …
[HTML][HTML] Prediction of the fundamental period of infilled RC framed structures considering the maximum inter-story drift at different design limit states
R Ditommaso, N Lamarucciola, FC Ponzo - Structures, 2024 - Elsevier
The fundamental period of vibration is a key parameter for the spectral approach to seismic
design of structures, as it significantly affects the evaluation of the response spectra values …
design of structures, as it significantly affects the evaluation of the response spectra values …
Calibration of analytical models to assess wind-induced acceleration responses of tall buildings in serviceability level
JY Kim, E Yu, DY Kim, SD Kim - Engineering Structures, 2009 - Elsevier
An accurate estimate of natural frequencies is essential to correctly predict wind-induced
acceleration for serviceability checks in the design of tall buildings. In this study, finite …
acceleration for serviceability checks in the design of tall buildings. In this study, finite …