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 …

Embedding prior knowledge into data-driven structural performance prediction to extrapolate from training domains

SZ Chen, SY Zhang, DC Feng… - Journal of Engineering …, 2023 - ascelibrary.org
Abstract Machine learning (ML)–based data-driven approaches have become increasingly
prevalent for predicting structural performance. Because a properly trained ML model can …

[HTML][HTML] Modal testing and finite element model updating of full-scale hybrid timber-concrete building

B Kurent, WK Ao, A Pavic, F Pérez, B Brank - Engineering structures, 2023 - Elsevier
Serviceability of tall timber and hybrid timber buildings under wind-induced vibrations has
become their leading design criterion. Accurate finite element models for predicting their …

Mode identification by eigensystem realization algorithm through virtual frequency response function

CX Qu, TH Yi, HN Li - Structural Control and Health Monitoring, 2019 - Wiley Online Library
Mode identification in civil engineering uses ambient excitation response, where the
excitation is assumed to be stationary white noise. However, practical engineering …

Association between residential green cover and direct healthcare costs in Northern California: An individual level analysis of 5 million persons

SK Van Den Eeden, MHEM Browning, DA Becker… - Environment …, 2022 - Elsevier
Background and objective Prior studies have shown higher green cover levels are
associated with beneficial health outcomes. We sought to determine if residential green …

Seismic vulnerability assessment of existing school buildings

M Domaneschi, AZ Noori, MV Pietropinto… - Computers & …, 2021 - Elsevier
This paper presents a methodology to perform the seismic vulnerability assessment of
existing buildings. It starts with the acquisition of structural data from available construction …

[HTML][HTML] Structural monitoring and identification of civil infrastructure in the United States

S Nagarajaiah, K Erazo - Structural Monitoring and Maintenance, 2016 - koreascience.kr
Monitoring the performance and estimating the remaining useful life of aging civil
infrastructure in the United States has been identified as a major objective in the civil …

Modelling of multi-storey cross-laminated timber buildings for vibration serviceability

B Kurent, N Friedman, B Brank - Buildings, 2024 - mdpi.com
In this study, the vibration serviceability of multi-storey timber buildings is addressed. The
core of this study pertains to the preparation of a comprehensive finite element model to …

Evaluation of the seismic retrofitting of an unreinforced masonry building using numerical modeling and ambient vibration measurements

C Michel, A Karbassi, P Lestuzzi - Engineering Structures, 2018 - Elsevier
Ambient vibration measurements and 3-D nonlinear time-history numerical modeling are
used to assess the retrofitting measures conducted in a 6-story unreinforced masonry …

[HTML][HTML] Time-frequency techniques for modal parameters identification of civil structures from acquired dynamic signals

CA Perez-Ramirez, JP Amezquita-Sanchez… - Journal of …, 2016 - extrica.com
A major trust of modal parameters identification (MPI) research in recent years has been
based on using artificial and natural vibrations sources because vibration measurements …