3rd International Operational Modal Analysis Conference
May 4-6, 2009, Portonovo, AN, Italy

 

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List of Contents

 

Volume I

 

Lecture of Honour

Prof. D.J. Ewins

 

Page

 

 

D.J. Ewins:

The Trouble with Vibration Measurements ….

 

XV

 

Keynote Lecture

Prof. J.M.W. Brownjohn

 

 

.M.W. Brownjohn, E.P. Carden, R.C. Goddard, G. Oudin & K. Koo:
Real-time performance tracking on a 183 m concrete chimney and tuned mass damper system

 

 

 

 XIX

OMA application in bridges and special structures

Session organized by Á. Cunha

 

 

F. Magalhăes, J.M.W. Brownjohn, E. Caetano & Á. Cunha:
Challenges in identification of the Humber Bridge modal parameters based on an ambient vibration test

 

 
3

C.E. Ventura, J.C. Carvajal, J. Centeno, B. Pandey & S. Huffman :
Identification of modal properties of the Ironworkers Memorial Second Narrows Crossing: testing on deck

 

 

11

 

F. Magalhăes, E. Reynders, Á. Cunha & G. De Roeck:

Online automatic identification of modal parameters of a bridge using the p-LSCF method

 

 

21

 

X. He, J.P. Conte, M. Fraser & A. Elgamal:

Long-term monitoring of a highway bridge

 

 

29

M. Kahsin & B. Peeters:

Numerical model derivation of the composite high-speed train viaduct based on the experimental data

 

 
37

 

J. Rodrigues & M. Ladesma:

Modal identification of railway bridges from ambient and free vibration records

 

 

47

W.H. Hu, C. Moutinho, F. Magalhăes, E. Caetano & Á. Cunha:

Analysis and extraction of temperature effects on natural frequencies of a foot-bridge based on continuous

dynamic monitoring

 

 

55

 

C. Cremona:

Dynamic investigations of the Solferino footbridge

 

 
63

 

R. Cantieni:

Modal analysis of a river exploitation power house, with and without the turbine/generator units being in

operation

 

 

73

M. Vanali, A. Caprioli, A. Cigada & C. Gentile:

Comparison of two different OMA techniques applied to vibration data measured on a Stadium grandstand

 

 

81

P. Mendes & S. Oliveira :

Influence of the intake tower dynamic behaviour on modal identification of Cabril Dam

 

 

89

P. Moyo & C. Oosthuizen :

Dynamic testing of a concrete arch dam

 

 

 

95

OMA for mechanical and aerospace structures

Session Organized by G. Coppotelli & A. Sestieri

 

 

M. Troncossi & A. Rivola:

Modal parameter estimation of a PVC-product cleaning machine by means of operational modal analysis

 

  

103

J. Johansson, H. Samuelsson, N.J. Jacobsen & A. Angantyr:

Operational modal analysis of large 2-pole rotating machinery

 

 

111

 

A. Friedmann & M. Schmidt:

Engine excitation for operational modal analysis

 

 

119

 

A. Malekjafarian, M.R. Ashory & M.M. Khatibi:
Double modes determination of a gearbox shaft using operational modal analysis

 

 

127

 

M. Belardo, I. Dimino & V. Quaranta:

Ground vibration test and aeroelastic analyses of the CIRA Unmanned Space Vehicle

 

 

135

G. Coppotelli, F. Vetrano, F. Nitzsche, D. Feszty, A. Mander, P. Wierach & J. Riemenschneider:

Identification of the dynamic properties of active twist rotor model blade using output-only data

 

 

145

A. Agneni, L. Balis Crema & G. Coppotelli:

Use of correlation techniques in output-only analysis

 

 

155

S. Gade, R. Schlombs, C. Hundeck & C. Fenselau:

Operational modal analysis on a wind turbine gearbox

 

 

163

B. Harsini:

Investigation of 3-D Unsteady turbulent flow and noise reduction in expansion chamber of internal combustion engines

 

 

171

 

B. Peeters, L. Grieco & G. Coppotelli:

Using combined deterministic-stochastic Average-Based-Spectra approach in operational modal analysis

 

 

181

R. Monti, P. Gasbarri & F. Vetrano:

Viscoelastic damping devices for space applications

 

 

195

A. Culla, W. D’Ambrogio & A. Fregolent:

Comparison of Input/Output and Output/Only modal parameter estimation techniques on a simple mechanical structure

 

 

 

205

Measurement techniques

 

 

N.J. Jacobsen & O. Thorhauge:

Data acquisition systems for operational modal analysis

 

 

215

 

U.S. Paulsen, O. Erne & M. Klein:

Modal analysis on a 500 kW wind turbine with stereo camera technique

 

 

223

R. Aguilar, L.F. Ramos & P.B. Lourenço:

Wireless sensor technology for structural health monitoring of historical masonry structures

 

 

231

S. Rusnáková, D. Bakošová, I. Letko, J. Slabeycius & J. Krmela:

Modal analysis of composite materials by electronic speckle pattern interferometry and accelerometer

 

 

239

C. Gentile & G. Bernardini:

Application of radar technology to deflection measurements and OMA of bridges

 

 

245

R. Flori, R. Marsili & G. L. Rossi:
Operational modal analysis by thermoelasticity

 

 

 

255

OMA application in earthquake engineering

 

 

D. Bernal & A. Nasseri:

An approach for response reconstruction in seismic applications

 

 

267

 

C. Rainieri, G. Fabbrocino & E. Cosenza:

Operational modal analysis and earthquake engineering

 

 

275

 

E. Safak & E. Cakti:

A simple approach to develop analytical models for multi-story buildings by using earthquake response records

 

 

283

 

L. Martinelli:
Damping estimation of Camus 1 Specimen through OMA

 

 

287

 

E. Jamshidi, M.R. Ashory & N. Nematipoor:

Model updating of structures under base excitation and RFM: A comparative study

 

 

295

 

M. Modano, D. Cancellara & M. Luiso:

Wireless and stand-alone measurement system for dynamic identification of structures

 

 

 

305

Analytical redundancy in damage characterization

Session organized by D. Bernal

 

M.D. Spiridonakos & S.D. Fassois:

Vibration based fault detection in a time-varying link structure via non-stationary FS-VTAR models

 

 

315

 

A.P. Ompusunggu, J.M. Papy, S. Vandenplas, P. Sas & H. Van Brussel:

Exponential data fitting for features extraction in condition monitoring of paper-based wet clutches

 

 

323

 

D. Bernal:

A null space technique for damage location in OMA

 

  

331

C. Papadimitriou & E. Ntotsios:

Bayesian methodology for structural damage identification and reliability assessment

 

 

 

339

Application, buildings

 

 

C.A. Oyarzo-Vera, Abdul Razak Abdul Karim & Dr. N. Chouw:

Modal testing of an unreinforced masonry house

 

 

349

 

N.I.Giannoccaro, M. Diaferio, & D. Foti:

Identification of the modal properties of an instrumented building

 

 

 357

 

X.R. Qin, Q. Zhang, Y. Hu & R.Y. Xu:

Modal analysis and identification of a low frame steel bridge type system in an automatic container terminal

 

 

365

 

J. Grosel, W. Sawicki & Z. Wójcicki:

The identifications of modal parameters of a large industrial structure

 

 

 

371

Application, civil engineering

 

 

C. Cremona, S. Yang & L. Dieleman:

Overview of feature extraction techniques

 

 

381

 

D. David, G. Tristăo, L. Becocci & M.A. Juliani:

Experimental and computational analysis of floors submitted to dynamic loads

 

 

 391

 

F.J. Pallarés, S. Ivorra & J.M. Adam:

Monitoring masonry chimneys with operational modal analysis

 

 

401

 

 Volume II

 

OMA for vibro-acoustic analysis and applications

Session organized by F. Marulo & E.P. Tomasini

 

Page

 

 

E. Pierro, E. Mucchi, L. Soria & A. Vecchio:

EMA and OMA techniques for vibro-acoustically coupled systems: the example of a helicopter cabin

 

 

415

 

C. Rainieri, G. Fabbrocino, T. Polito & F. Marulo:
Blind Source Separation for acoustic and modal analysis: a comparative assessment

 

 

 423

 

G.M. Revel, M. Martarelli & P. Chiariotti:

2D-Coherent acoustic intensity estimation from operational scanning laser vibrometry measurements for source identification in reverberant fields

 

 

431

 

F. Marulo & T. Polito:

Output-only acoustic analysis of a rigid enclosure

 

 

439

 

B. Peeters, P. Gajdatsy, P. Aarnoutse, K. Janssens & W. Desmet:

Vibro-acoustic Operational Modal Analysis using engine run-up data

 

 

 

447

 

OMA for monuments and historical construction

Session organized by C. Gentile & F. Benedettini

 

 

G. Buffarini, P. Clemente & D. Rinaldis:
Experimental dynamic analysis of cultural heritage buildings

 

 
459

 

M. Abdolvahab, L. Mevel & L. Ramos:
Rejection of temperature effect in subspace-based damage monitoring systems: application to two historical monuments

 

 

467

 

F. Casarin, C. Modena & E. Simonato:

Dynamic identification of the St. Martin bell-tower of Burano, Venice

 

 

475

 

T. Schmidt

Comparison of the dynamic behaviour of 16 historical twin bell towers

 

 

483

A. Bayraktar, T. Türker, A. Sahin, D.M. Özcan & F. Yildirim:

Operational modal analysis of the Hagia Sophia bell-tower

 

 

491

C. Gentile, A. Saisi & N. Gallino:

Operational modal analysis and F.E. modelling of a masonry tower

 

 

499

 

A. Brencich & D. Sabia:

Structural Identification of masonry arch bridges

 

 

507

T. Elnady:

Operational Modal Analysis of Ramses II Statue

 

 

517

T. Schmidt:

Design, testing and evaluation of scaled reinforced bell towers

 

 

525

A. Brencich, S. Lagomarsino & G. Riotto:

Dynamic Identification of reduced scale masonry bridges

 

 

533

C. Rainieri, G. Fabbrocino, C. Conte & M.A. Aiello:

Modal identification of heritage structures: Lecce's «Star vaults»

 

 

541

 

M.A. Juliani & L. Becocci:

Assessment of the structural safety and the dynamic behaviour of the "Monument and Mausoleum to the Paulista soldier of 1932"

 

 

 

549

Application, bridges

 

 

R. Geier:

Monitoring experiences on integral bridges

 

 

559

 

M. Heiden, T. Reiter & G. Stettner:

Vibration investigation of traffic sign bridges and toll gantries in Austria

 

 

567

 

M. Dilena, A. Morassi, F. Benedettini & F. Eusani:

Dynamical tests on a damaged bridge

 

 

577

 

A.L. Materazzi, M. Breccolotti, F. Ubertini & I. Venanzi:
Experimental modal analysis for assessing prestress force in pc bridges: a sensitivity study

 

 

585

 

A.L. Materazzi, M. Breccolotti, F. Ubertini & I. Venanzi:

Modal identification of a prestressed concrete bridge through ambient vibration tests

 

 

595

G. Chellini, L. Nardini, W. Salvatore, M. Tisalvi & G. Sorrentino:

Global and local dynamic behaviour of the Sesia viaduct, a steel-concrete composite railway bridge on the HS line Turin-Milan

 

 

 

603

Identification techniques

 

 

R. Brincker & L. Zhang:

Frequency Domain Decomposition Revisited

 

 

615

C. Devriendt, G. De Sitter & P. Guillaume:

Operational modal analysis in the presence of multiple arbitrary ambient forces using multivariable transmissibilities

 

 

627

E. Reynders, S. François & G. De Roeck:

Operational modal analysis using ambient Support Excitation: An OMAX Approach

 

635

 

P. Fernández, M.L. Aenlle, R. Brincker & A. Fernández Canteli:

Artificial Excitation in Operational Modal Analysis

 

 

643

A. De Stefano, E. Matta & A. Quattrone:

Improvement of Time-Frequency domain identification through PCA

 

 

651

 

J.C. Carvajal & C.E. Ventura:
Identification of operational mode shapes of a soil deposit using a grid of mi-crotremor measurements

 

 

659

A.A. Kasimzade & S. Tuhta :

Optimal Estimation the Building System Characteristics for Modal Identification

 

 

667

P. Fernández, M.L. Aenlle, R. Brincker & A. Fernández Canteli:

Stress Estimation in Structures Using Operational Modal Analysis

 

 

675

S. Chauhan:

Deriving Stochastic Subspace Identification Algorithm Using Unified Matrix Polynomial Approach

 

 

683

W.H. Wu, M.S Xu & C.C. Chen:

A generalized multiple random decrement method for modal parameter identifica-tion of structures

 

 

691

 

M.M. Khatibi, M.R. Ashory & A. Malekjafarian :

Scaling of Mode Shapes Using Mass-Stiffness Change Method

 

 

699

M.H. Masjedian & M. Keshmiri:

A Review on Operational Modal Analysis Researches: Classification of Methods and Applications

 

 

 

707

Damage detection

 

 

C. Cremona & L. Adelaide:

Optimization of measurement points for damage detection

 

 

719

V. Sepe & G. Bellizzotti:

Identification of damage in structural elements not directly accessible

 

 

729

A. Cury, C. Cremona & E. Diday:

A methodology based on symbolic data analysis for structural damage assessment

 

 

737

F. Cavalieri, M. Imbimbo, R. Betti & A. Brügger:

Damage detection of a steel frame subjected to ground motion

 

 

749

E. Safak, E. Cakti & Y. Kaya:

Seismic wave velocities in historical structures: a new parameter for identification and damage detection

 

 

757

M.P. Limongelli:

A Damage Detection Approach based on Responses Interpolation

 

 

765

 

R. Rodriguez-Rocha, F.J. Rivero-Angeles & E. Gomez-Ramirez:

Damage detection of a 7-storey concrete building utilizing the Frequency Domain Decomposition Method and Independent Component Analysis for modal parameter extraction

 

 

773

A.A. Mat Isa & Z.A. Rahman:

The Influence of Off-centred Crack on the Dynamics of Beam

 

 

781

N.T. Khiem & D.D. Khang:

Structural Damage Detection by Measurements of Vibration Characteristics

 

 

789

A. Siami, M. Farid & M. Asayesh:

Identification of Crack Location and Depth in Beams

 

 

 

803

Signal analysis

 

 

O. F. Tigli & D. Bernal:

Estimation of Zeros from Cepstra of the Measured Responses

 

 

815

 

A. Friedmann & M. Kauba:

Improving signal resolution within engine analysis

 

 

823

 

P. Vacher:

Online Frequency Adjustment of IIR Filters

 

 

827

 

M. Jafari, M.R. Ashory & M.M. Khatibi:

Modal Identification Process Using Wavelet Transform

 

 

835