Piotr Omenzetter
Piotr Omenzetter
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Cited by
Cited by
Assessment of highway bridge upgrading by dynamic testing and finite-element model updating
JMW Brownjohn, P Moyo, P Omenzetter, Y Lu
Journal of Bridge Engineering 8 (3), 162-172, 2003
A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking
JMW Brownjohn, A Pavic, P Omenzetter
Canadian Journal of Civil Engineering 31 (1), 65-77, 2004
Application of time series analysis for bridge monitoring
P Omenzetter, JMW Brownjohn
Smart Materials and Structures 15 (1), 129, 2006
Prediction of seismic-induced structural damage using artificial neural networks
OR De Lautour, P Omenzetter
Engineering Structures 31 (2), 600-606, 2009
Particle swarm optimization with sequential niche technique for dynamic finite element model updating
F Shabbir, P Omenzetter
Computer‐Aided Civil and Infrastructure Engineering 30 (5), 359-375, 2015
Damage classification and estimation in experimental structures using time series analysis and pattern recognition
OR de Lautour, P Omenzetter
Mechanical Systems and Signal Processing 24 (5), 1556-1569, 2010
Long span steel pedestrian bridge at Singapore Changi Airport. Part 2: Crowd loading tests and vibration mitigation measures
J Brownjohn, P Fok, M Roche, P Omenzetter
The Institution of Structural Engineers, 2004
Identification of unusual events in multi-channel bridge monitoring data
P Omenzetter, JMW Brownjohn, P Moyo
Mechanical Systems and Signal Processing 18 (2), 409-430, 2004
Value of information: A roadmap to quantifying the benefit of structural health monitoring
D Straub, E Chatzi, E Bismut, W Courage, M Döhler, MH Faber, J Köhler, ...
ICOSSAR-12th international conference on structural safety & reliability, 2017
Lessons from monitoring the performance of highway bridges
JMW Brownjohn, P Moyo, P Omenzetter, S Chakraborty
Structural Control and Health Monitoring: The Official Journal of the …, 2005
Model updating using genetic algorithms with sequential niche technique
F Shabbir, P Omenzetter
Engineering Structures 120, 166-182, 2016
Suppression of wind-induced instabilities of a long span bridge by a passive deck–flaps control system: Part I: Formulation
P Omenzetter, K Wilde, Y Fujino
Journal of Wind Engineering and Industrial Aerodynamics 87 (1), 61-79, 2000
Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations
GW Chen, P Omenzetter, S Beskhyroun
Engineering Structures 151, 839-860, 2017
Nearest neighbor and learning vector quantization classification for damage detection using time series analysis
OR de Lautour, P Omenzetter
Structural Control and Health Monitoring 17 (6), 614-631, 2010
Optimal selection of autoregressive model coefficients for early damage detectability with an application to wind turbine blades
S Hoell, P Omenzetter
Mechanical Systems and Signal Processing 70, 557-577, 2016
Seismic response trends evaluation and finite element model calibration of an instrumented RC building considering soil–structure interaction and non-structural components
F Butt, P Omenzetter
Engineering Structures 65, 111-123, 2014
Suppression of bridge flutter by active deck-flaps control system
K Wilde, P Omenzetter, Y Fujino
Journal of engineering mechanics 127 (1), 80-89, 2001
Study of passive deck-flaps flutter control system on full bridge model. I: theory
P Omenzetter, K Wilde, Y Fujino
Journal of Engineering Mechanics 128 (3), 264-279, 2002
Highway bridge live loading assessment and load carrying capacity estimation using a health monitoring system
P Moyo, J Brownjohn, P Omenzetter
Institution of Civil Engineers, 2015
Forced and ambient vibration testing of full scale bridges
P Omenzetter, S Beskhyroun, F Shabbir, GW Chen, X Chen, S Wang, ...
Earthq. Comm. Res. Found, 2013-2014, 2013
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