A review of vibration-based structural health monitoring with special emphasis on composite materials

D Montalvao, NMM Maia… - Shock and vibration …, 2006 - eprints.bournemouth.ac.uk
Structural health monitoring and damage detection techniques are tools of great importance
in the off-shore, civil, mechanical and aeronautical engineering communities, both for safety …

[图书][B] Shaking table scale model tests of nonlinear soil-pile-superstructure interaction in soft clay

PJ Meymand - 1998 - search.proquest.com
A significant number of cases of damage to piles and pile-supported structures during
earthquakes have been observed, but few instrumented records of the response and …

Seismic soil-structure interaction in buildings. I: Analytical methods

JP Stewart, GL Fenves, RB Seed - Journal of geotechnical and …, 1999 - ascelibrary.org
Recent improvements in seismological source modeling, analysis of travel path effects, and
characterization of local site effects on strong shaking have led to significant advances in …

Joint input-response estimation for structural systems based on reduced-order models and vibration data from a limited number of sensors

E Lourens, C Papadimitriou, S Gillijns… - … Systems and Signal …, 2012 - Elsevier
An algorithm is presented for jointly estimating the input and state of a structure from a
limited number of acceleration measurements. The algorithm extends an existing joint input …

Structural health monitoring and seismic response assessment of bridge structures using target-tracking digital image correlation

L Ngeljaratan, MA Moustafa - Engineering Structures, 2020 - Elsevier
Our nation's infrastructure is aging and deteriorating which increases the need for condition
assessment and structural health monitoring. For this purpose, there is a growing interest in …

Seismic analysis of a masonry arch bridge using multiple methodologies

S Gönen, S Soyöz - Engineering Structures, 2021 - Elsevier
Masonry arch bridges form a noteworthy portion of road and railway networks in Europe and
Turkey. Structural assessment of such bridges is often required because of their vulnerability …

Long‐term monitoring and identification of bridge structural parameters

S Soyoz, MQ Feng - Computer‐Aided Civil and Infrastructure …, 2009 - Wiley Online Library
Vibration of a new concrete bridge was monitored and change in the bridge structural
stiffness was identified accordingly over a 5‐year period. This three‐span 111‐m long …

System identification for evaluating soil–structure interaction effects in buildings from strong motion recordings

JP Stewart, GL Fenves - Earthquake engineering & structural …, 1998 - Wiley Online Library
Parametric system identification is used to evaluate seismic soil–structure interaction effects
in buildings. The input–output strong motion data pairs needed for evaluations of flexible …

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 …

Identification, model updating, and response prediction of an instrumented 15-story steel-frame building

D Skolnik, Y Lei, E Yu, JW Wallace - Earthquake Spectra, 2006 - journals.sagepub.com
Identification of the modal properties of the UCLA Factor Building, a 15-story steel moment-
resisting frame, is performed using low-amplitude earthquake and ambient vibration data …