| 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 | 371 | 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 | 280 | 2004 |
| Application of time series analysis for bridge monitoring P Omenzetter, JMW Brownjohn Smart Materials and Structures 15 (1), 129, 2006 | 245 | 2006 |
| Prediction of seismic-induced structural damage using artificial neural networks OR De Lautour, P Omenzetter Engineering Structures 31 (2), 600-606, 2009 | 209 | 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 | 161 | 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 | 157 | 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 | 138 | 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 | 115 | 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 | 98 | 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 | 86 | 2005 |
| Model updating using genetic algorithms with sequential niche technique F Shabbir, P Omenzetter Engineering Structures 120, 166-182, 2016 | 80 | 2016 |
| 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 | 70 | 2017 |
| 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 | 65 | 2000 |
| 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 | 56 | 2016 |
| 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 | 53 | 2010 |
| 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 | 52 | 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 | 44 | 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 | 41 | 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 | 37* | 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 | 31 | 2013 |
