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Results 1 to 25 of 59

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An operational modal analysis approach based on parametrically identified multivariable transmissibilities : Operational modal analysisDEVRIENDT, Christof; DE SITTER, Gert; GUILLAUME, Patrick et al.Mechanical systems and signal processing. 2010, Vol 24, Num 5, pp 1250-1259, issn 0888-3270, 10 p.Article

Measurement and analysis of rolling tire vibrationsKINDT, P; SAS, P; DESMET, W et al.Optics and lasers in engineering. 2009, Vol 47, Num 3-4, pp 443-453, issn 0143-8166, 11 p.Conference Paper

Ambient vibration re-testing and operational modal analysis of the Humber BridgeBROWNJOHN, J. M. W; MAGALHAES, Filipe; CAETANO, Elsa et al.Engineering structures. 2010, Vol 32, Num 8, pp 2003-2018, issn 0141-0296, 16 p.Article

Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency managementRAINIERI, C; FABBROCINO, G; MANFREDI, G et al.Engineering structures. 2012, Vol 34, pp 436-446, issn 0141-0296, 11 p.Article

Evaluation of blast effects on reinforced concrete buildings considering Operational Modal Analysis resultsBAYRAKTAR, Alemdar; TÜRKER, Temel; ALTUNISIK, Ahmet Can et al.Soil dynamics and earthquake engineering (1984). 2010, Vol 30, Num 5, pp 310-319, issn 0267-7261, 10 p.Article

Structural health monitoring with statistical methods during progressive damage test of S101 BridgeDOHLER, Michael; HILLE, Falk; MEVEL, Laurent et al.Engineering structures. 2014, Vol 69, pp 183-193, issn 0141-0296, 11 p.Article

Fast Bayesian Ambient Modal Identification Incorporating Multiple SetupsAU, S. K; ZHANG, F. L.Journal of engineering mechanics. 2012, Vol 138, Num 7, pp 800-815, issn 0733-9399, 16 p.Article

Field observations on modal properties of two tall buildings under strong windAU, Siu-Kui; ZHANG, Feng-Liang; PING TO et al.Journal of wind engineering and industrial aerodynamics. 2012, Vol 101, pp 12-23, issn 0167-6105, 12 p.Article

A receptance based formulation for modal scaling using mass perturbationsBERNAL, Dionisio.Mechanical systems and signal processing. 2011, Vol 25, Num 2, pp 621-629, issn 0888-3270, 9 p.Article

Ambient vibration based seismic evaluation of isolated Gülburnu highway bridgeALTUNISIK, Ahmet Can; BAYRAKTAR, Alemdar; SEVIM, Banş et al.Soil dynamics and earthquake engineering (1984). 2011, Vol 31, Num 11, pp 1496-1510, issn 0267-7261, 15 p.Article

Scaling-factor estimation using an optimized mass-change strategy : Operational modal analysisLOPEZ-AENLLE, M; FERNANDEZ, P; BRINCKER, R et al.Mechanical systems and signal processing. 2010, Vol 24, Num 5, pp 1260-1273, issn 0888-3270, 14 p.Article

Blind modal identification of output-only structures in time-domain based on complexity pursuitYONGCHAO YANG; NAGARAJAIAH, Satish.Earthquake engineering & structural dynamics. 2013, Vol 42, Num 13, pp 1885-1905, issn 0098-8847, 21 p.Article

Operational modal testing and FE model tuning of a cable-stayed bridgeBENEDETTINI, Francesco; GENTILE, Carmelo.Engineering structures. 2011, Vol 33, Num 6, pp 2063-2073, issn 0141-0296, 11 p.Article

Operational modal parameter estimation of MIMO systems using transmissibility functionsWEIJTJENS, Wout; DE SITTER, Gert; DEVRIENDT, Christof et al.Automatica (Oxford). 2014, Vol 50, Num 2, pp 559-564, issn 0005-1098, 6 p.Article

Finite-Element Analysis and Vibration Testing of a Two-Span Masonry Arch BridgeBAYRAKTAR, Alemdar; CAN ALTUNISIK, Ahmet; BIRINCI, Fatma et al.Journal of performance of constructed facilities. 2010, Vol 24, Num 1, pp 46-52, issn 0887-3828, 7 p.Article

Identifying mode shapes and modal frequencies by operational modal analysis in the presence of harmonic excitationMOHANTY, P; RIXEN, D. J.Experimental mechanics. 2005, Vol 45, Num 3, pp 213-220, issn 0014-4851, 8 p.Article

Swinging-bell resonances and their cancellation identified by dynamical testing in a modern bell towerLEPIDI, Marco; GATTULLI, Vincenzo; FOTI, Dora et al.Engineering structures. 2009, Vol 31, Num 7, pp 1486-1500, issn 0141-0296, 15 p.Article

Continuous-time operational modal analysis in the presence of harmonic disturbancesPINTELON, R; PEETERS, B; GUILLAUME, P et al.Mechanical systems and signal processing. 2008, Vol 22, Num 5, pp 1017-1035, issn 0888-3270, 19 p.Article

Harmonic component detection: Optimized Spectral Kurtosis for operational modal analysisDION, J.-L; TAWFIQ, I; CHEVALLIER, G et al.Mechanical systems and signal processing. 2012, Vol 26, Num JAN, pp 24-33, issn 0888-3270, 10 p.Article

Connecting Bayesian and frequentist quantification of parameter uncertainty in system identificationAU, Siu-Kui.Mechanical systems and signal processing. 2012, Vol 29, pp 328-342, issn 0888-3270, 15 p.Article

Finite element model updating and structural damage identification using OMAX data : Operational modal analysisREYNDERS, Edwin; TEUGHELS, Anne; DE ROECK, Guido et al.Mechanical systems and signal processing. 2010, Vol 24, Num 5, pp 1306-1323, issn 0888-3270, 18 p.Article

Cyclostationarity and the cepstrum for operational modal analysis of MIMO systems-part II Obtaining scaled mode shapes through finite element model updatingHANSON, D; RANDALL, R. B; ANTONI, J et al.Mechanical systems and signal processing. 2007, Vol 21, Num 6, pp 2459-2473, issn 0888-3270, 15 p.Article

The role of anti-resonance frequencies from operational modal analysis in finite element model updatingHANSON, D; WATERS, T. P; THOMPSON, D. J et al.Mechanical systems and signal processing. 2006, Vol 21, Num 1, pp 74-97, issn 0888-3270, 24 p.Article

Ambient vibration testing, dynamic identification and model updating of a historic towerFOTI, Dora; DIAFERIO, Mariella; IVAN GIANNOCCARO, Nicola et al.NDT & E international. 2012, Vol 47, pp 88-95, issn 0963-8695, 8 p.Article

Statistic structural damage detection based on the closed-form of element modal strain energy sensitivity : Interdisciplinary nd Integration Aspects in Structural Health MonitoringYAN, Wang-Ji; REN, Wei-Xin; HUANG, Tian-Li et al.Mechanical systems and signal processing. 2012, Vol 28, pp 183-194, issn 0888-3270, 12 p.Article

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