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EVACES 2005 - Experimental Vibration Analysis For Civil Engineering Structures
INTERNATIONAL CONFERENCE : 26-28 OCTOBER 2005 BORDEAUX, FRANCE
Saturday
1 October 2005 ,
Françoise Bourgain,
Hélène Skoutarides,
Jean-Olivier Laval
Welcome
Vibration measurements of civil engineering structures are not a recent practice and many studies have been carried out in the past.
What is different nowadays is the increase in the number of dynamic tests carried out on structures for a better assessment or monitoring of their structural behaviour.
Various reasons justify the undertaking of dynamic tests: to enrich knowledge of structural dynamic behaviour, to check modelling choices, to evaluate structural integrity, to monitor structural condition, or to check serviceability conditions.
The improvement of computing capacities led to the development of powerful algorithms for the determination of the mechanical characteristics. Information can then help to reduce uncertainty associated with the structural strength, and thus allow a more relevant structural reliability assessment.
The aim of this conference is to provide a forum for practitioners and researchers from all around the world to exchange and share views and experiences related to the measurement, the data processing and the use of experimental vibration analysis for civil engineering structures
to download the preliminary programme
Scientific Committee
A. AKTAN,USA
F. BARBOSA, Brazil
J. BIEN, Poland
F. BRANCO, Portugal
J. BROWNJOHN, United Kingdom
E. CAETANO, Portugal
C. CREMONA (Chair), France
G. FELTRIN, Switzerland
A. FOURNOL, France
Y. FUJINO, Japan
MH. INCHAUSPÉ, France
A. PAVIC, United Kingdom
G. DE ROECK, Belgium
M. TALBOT, Canada
C.Y WANG, Taiwan
H. WENZEL, Austria
Organising Committee
F. BOURGAIN, ENPC-PFE
D. COCHET, CETE DU SUD-OUEST
J. COMBAULT, IABSE
M. SENS, CETE DU SUD-OUEST
H. SKOUTARIDES, ENPC-PFE
Under the auspices of
Scientific programme
Symposium format and sessions arrangement:
plenary sessions and parallel sessions are planed each day.
Paper presentation:
All papers accepted for presentation will be published in the Symposium Proceedings Special periods of 60’ dedicated to the visit of exhibition
The sessions will be organised on 10 topics :
More than 100 propositions have been received. All major aspects of experimental vibration analysis will be addressed during the conference.
Representative subject areas are given below but are not exhaustive:
1. Vibration measurement (transducers, techniques...)
2. Sources of excitation (testing machines, ambient excitation)
3. Concepts in vibration data analysis (modal analysis, wavelets, non linear, non stationary processes, stochastic methods)
4. Vibration isolation and mitigation (passive damping, semi-active and active control)
5. Model updating
6. Structural integrity assessment
7. Structural monitoring
8. Methodologies and standards
9. Effects of shock and vibration on humans and facilities
10. In-situ and laboratory experiments, benchmarks
Exhibition
The International Symposium on Experimental Vibration Analysis For Engineering Structures EVACES 2005 will allow professionals, around the world to exchange their view about the future of the profession.
The involvement of International Association of Bridge and Structural Engineering and of the French Association Civil Engineering represents an opportunity to meet all active professionals: contractors, suppliers, consulting engineers and academics.
The exhibition will give an opportunity to discover the latest methods and technologies, construction and testing equipments.
It is aimed at the major actors of the sector coming from both academic and professional worlds: research laboratories and universities, scientific societies, software companies, materials manufacturers, firms, private and public engineering consulting firms, with a special attention for the experts.
This exhibition will promote the relationships between professionals by enabling:
the exhibitors to present and promote the most efficient equipment, software and job solutions as well as meeting French and international experts;
the participants to compare products and abilities, to have access to the latest information and to receive the most judicious information. Both groups will be able to turn a friendly moment into a professionally useful one.
A special room near the conference room will be devoted to the exhibition. Coffee breaks will be served closed to this room.
Wednesday, October 26
8:30am - 9:30am : Participants registrations Coffee-breaks and visit of exhibition
9:30am-9:30 am Opening Session (LCPC, ENPC, Ch. Cremona)
9:30am Opportunities and Challenges in Health Monitoring of Constructed Systems by MIMO and Operational Modal Analysis Keynote lecture by E. Atkan
10:00-12:30 am Concurrent sessions
- Concepts in vibration data / 6 papers presentation
- Effects of shock and vibration on humans and
facilities / 5 papers presentation
12:30-14:00 pm Lunch
2:00-3:20 pm Concurrent sessions - Vibration measurement (transducers,
techniques...) / 4 papers presentation
- Vibration isolation and mitigation (passive
damping, semi-active and active control) / 4 papers presentation
Coffee-breaks and visit of exhibition
3:50-5:50 pm Concurrent sessions - Vibration measurement (transducers, techniques...) / 6 papers presentation
- Structural monitoring / 6 papers presentation
6:00pm pm Welcome cocktail and visit of exhibition
Thursday, October 27
8:30am Damage identification of the Tilff bridge by vibration monitoring using finite element model updating, Keynote lecture by G. De Roeck,
9:00am -10:20 am Concurrent sessions - Model updating / 4 papers presentation
- Sources of excitation / 4 papers presentation
Coffee-breaks and visit of exhibition
10:50am -12:20 am Concurrent sessions - In-situ and laboratory experiments, benchmarks
(housing) / 6 papers presentation
- In-situ and laboratory experiments, benchmarks
(bridges) / 6 papers presentation
12:20-14:00 pm Lunch
2:00pm - 3:00pm Concurrent sessions - Vibration isolation and mitigation / 4 papers presentation
- Sources of excitation / 3 papers presentation
3:00pm Departure by car to Saint Emilion
4:30pm - - 6:30pm: Visit of Saint-Emilion
6:30pm - 7:30pm: Visit and degustation : " Château grand cru classé "
8 :00pm : Gala dinner in Château Fombrauge
Friday October,26
9:00am Human-induced vibrations on footbridges Keynote lecture by A. Pavic,
9:30am - 10:30am Concurrent sessions - In-situ and laboratory experiments, benchmarks (footbridges) / 3 papers presentation
- Methodologies and standards / 3 papers presentation
Coffee-breaks and visit of exhibition
11:00am -1:00 pm Concurrent sessions - In-situ and laboratory experiments, benchmarks (footbridges) / 6 papers presentation
- Structural integrity assessment / 6 papers presentation
12:20-14:00 pm Lunch
2:30pm - 4:30pm Concurrent sessions - Structural monitoring / 6 papers presentation
- Vibration measurement / 4 papers presentation & Structural integrity assessment / 4 papers
4:30pm-5:00 pm : Closure Session
PREMIMINARY LIST OF PAPERS
1 - Vibration measurement (transducers, techniques...)
Extraction of Structural Dynamic characteristics Using Non-Contact Videogrammetric Technique
C.C. Chang, Y. Ji, Hong-Kong
Pseudo Dynamic Testing of Subassemblage Based on Discrete-time State-space Integration through SCRAM-Net Configuration
S-Y Chu, Taiwan
Nonlinear Acoustic Methods for NDT
I.N. Didenkulov, S.A. Lobastov, S.A.Novikov, A.A. Stromkov, Russia
The Adequacy of Sensors’Layout for Complicated Structure
X. Gao, China
Clarification of the Effect of High-Speed Train Induced Vibrations on a Railway Steel Box Girder Bridge Using Laser Doppler Vibrometer
T.Miyashita, H. Ishii, Y. Fujino, M. Seki, T. Shoji, Japan
Evaluation of structural natural frequencies using image processing
F.Marquez de Almeida Nogueira, F. de Souza Barbosa, L.P. da Silva Barra, Brasil
Wireless vibration exploration
J-L. Rouvet, France
The Alternative method of the estimation of bridge structures displacements
A. Strukelj, T. Plibersek, M. Pipenbaher, Slovenia
Damage Assessment of Beam by an Impact-Echo Testing Method
C-Y Wang, Taiwan
2 - Sources of excitation (testing machines, ambient excitation)
Vibration testing of a Multi-Bay Long-Span Steel Composite Office Floor
A. Barret, M. Setareh, T. M. Murray, USA
System Identification of New Carquinez Bridge Using Ambient Vibration Response Data
X. He, B. Moaveni, J. Conte, A. Elagaml, S. Masri, USA
An Apparatus for Medium Scale Impact Tests
T. Karna, I. Linna, I. Hakola, J. Juntunen, E. Jarvinen, Finland
Identification of the source and impact of stay-cable vibrations
A. Larsen, J.E. Andersen, Danemark
Accuracy and Variation of Modal Parameters Estimated from Ambient Vibration Tests
J.H.G. Macdonald, W. E. Daniell, UK
Automated Vibration Monitoring of Civil Engineering structures
B. Peeters, Belgium
Modal Analysis of the Dubrovnik Bridge
M. Rak, J. Krolo, Z. Savor, LJ.Herceg, D. Damjanovic, Croatia
Modal Identification of Instrumented Bridges Using Earthquake-Induced Record
D.M. Siringoringo, Y. Fujino, Japan
Microtremor measurements conducted at a buliding for investigation of the effects of seismic isolation retrofit on vibration characteristics
T. Toshinawa, Y. Masuzawa, Y. Hisada, Japan
3 - Concepts in vibration data analysis (modal analysis, wavelets, non linear, non stationary processes, stochastic methods)
Sensor Fusion of Neka Bridge with Neural Network
S. Ataei, A. Aghakouchak, M.S. Marefat, S. Mohammadzadeh, Iran
Application of the artificial neurons networks in the generation of spectra response in free field
A.Bekkouche, B. Derras, D. Zendagui, Algeria
Extraction of Accidental Eccentricity Parameters from Ambient Vibration Records Using Artificial Neural Networks
N. Bourahla, T. Boukhamacha, Algeria
Recursive Time-Domain Modal Identification Technique Applied to Structural Monitoring
C. Cremona, France
Assessment of Dynamic Properties of Guadiana Cable-stayed Bridge base on Different Output-only Identification Techniques
B.Magalhaes, E. Caetano, A. Cunha, Portugal
Some Remarks About the Random Decrement Method
I.D.M. Minko, M. Fogli, P. Bernard, France
4 - Vibration isolation and mitigation (passive damping, semi-active and active control)
Control of suspension bridge nonlinear vibrations due to moving loads
M. Abdel-Rohman, Kuwait
A Matlab/Simulink Based Calculation of Equivalent Viscous Damping Ration of Rubber Isolator under Normal and Low Temperature
Y. Du, H. Li, X. Dang, S. Di, C. Xiang, Q. Li
Vibration mitigation of Floors Structure using Tuned Mass Dampers
A.Fournol, F. Gérard, Y. Guilleminot, France
Study of Combined Isolation Bearing for Highway Bridges
Z. Hu, X. Xue, J. Liu, China
An Experimental Study on the Control of a Variable oil Damper Using Friction Negative-Stiffness Control Law
A.Igarashi, H. Iemura, A. Kalantari, Japan
Full-Scale Tests on the Performance of Tuned Liquid Dampers
T. Karna, E. Jarvinen, I. Hakola, Finland
Diminution of bridge vibration for High-Speed Trains
J.W. Kwark, E.S. Choi, W.J. Chin, B.S. Kim, Republic of Korea
Retuning a Novel Tuned Mass Damper for Floor Vibration Control
M. Setareh, T. M. Murray, USA
Scrap Tire Pad: A cheaper way of Seismic Base Isolation
A.Turer, B. Ozden, Turkey
Damping Suppression of Lateral Vibration for the Existing Steel Truss Railway Bridges using TMD
M. Wang; P. Gu, D-J. Wu, China
Full-scale experiment and analytical solution of damper attached to a cable
H. Zhou, L. Sun, China
5 - Model updating
Inverse FEM : Model updating for non-linear static and linear dynamic systems
C. Barnardo, South Africa
Dynamic Identification and Model Updating of Steel-Concrete Composite Frame Structures
F. Cafarella, Italy, Guido de Roeck, Belgium, W. Salvatore, Italy
Model Updating of a Steel-Concrete Composite Frame Structure by a Multi-Level Approach
G. Chellini, L. Nardini, Italy
Dynamic characterization of Masonry Arch Bridges
C. Costa, A. Arede, A. Costa, Portugal
Damage Detection of a High-Performance Concrete Ductile Structure Subjected to Different Earthquake Excitations
P. Paultre, B. Weber, Canada
Structural Numerical Model Updating with help of Genetic Algorithm Using Data from Expermiental Modal Analysis
P. Rosko,Austria
6 - Structural integrity assessment
Dynamic Monitoring Applied to the Damage Detection of a Concrete Bridge
A. Alvandi,J. Bastien, Canada, C. Cremona, France, M. Jolin, Canada
Detection of Structural Modifications by Dynamic Assessment: An Example
C. Cremona, France, A. Alvandi, Canada, MH. Inchauspé, L. Dieleman, France
Dynamic and Static Behaviour of a Beam of the Merlebach Bridge
R. Leconte, F. Goepfer, C. Cremona, France
Nondestructive evaluation of bridges using vibration frequencies
J. Radic, I. Mekjavic, Croatia
Model of damage evolution of structural connections through dynamic measures
M.C. Resende Farage, F. de Souza Barbosa, J.C. de Souza Guedes Filho, Brasil
Damage evaluation of structures using dymanic measures
F. de Souza Barbosa, C.C. Hasenclever Borges, A.A. Cury, A.R. Vilela, Brasil, C. Cremona, France
Damage Assessment by Condensed Model Identification and Recovery with Substructural Approach: Numerical and Experimental Studies
K.F. Tee, UK, C.G. Koh, S.T. Quek,Singapore
Measurements of Bending Stiffness and Gravity Effects by experimental modal variations on steel tendons of bridges
D. Tirelli, B. Viaccoz, G. Magonette, V. Renda, Italy
Damage Detection by Ambient Vibration Monitoring
H. Wenzel, Austria
Nondestructive damage detection methods and damage detection accuracy on beam-type structures
S. Xiao-yan, China
A Vibration-based Statistical Approach for Local Structural Damage Detection
L. Yan, A. Elgamal, USA
7 - Structural monitoring
Correlating the Dynamic Behaviour of a Cable-Stayed Bridge from Ambient Vibration Testing and F.E. Models R. Alaggio, F. Benedettini, C. Caiazzo, C. Gentile, Italy
Monitoring of composite bridges by dynamic tests
J. Bien, P. Rawa, J. Zwolski, Poland
Estimation of Cable Tensions from Frequency Measurements
Y. Gautier, O. Moretti, C. Cremona, France
Vibration Investigation of single Span Steel Bridges
M. Heiden, K. Hofer, Austria
Vibration Monitoring of Industrial Chimneys
MH. Inchauspé, JF. Sageau, France
Dynamic Analysis and Vibration Measurements of the Tanjong Rhu Suspension Footbridge, Singapore
S. S. Keong, Z. Li, W. Kok Siong, Singapore
Finite Element Modelling and Field Testing of Stadium Grandstand
M. Peric, P. Reynolds, A. Pavic, UK
Vibration Monitoring of a Four-Storey Retrofitted R/C Building
A. Turer, P. Gulkan, E. Demirok, Turkey
Vehicle-structure Interaction Studies for Railway Bridges Using a Model Optimized on Experimental Results
A. Zambrano, M. Rauci, p. Malangone, Italy
Ancient Metalic Railway Bridges:Experimental Analysis, Model Updating, Durability Assessment
A. Zambrano, S. Granata, P. Malangone, Italy
8 - Methodologies and standards
Vibration-Based Health Monitoring an Useful Approach?
R. Geier, R. Flesh, M. S. Deix, Austria
Development of a serviceability Criterion for Pedestrian Bridges based on Monitored Vibration Amplitudes
M. Kasperski, E. Agu, C. Sahnaci, Germany
Objectives on International Collaboration in Developing Integrated Concepts for Vibration Data analysis
H. Wenzel, Austria
9 - Effects of shock and vibration on humans and facilities
Vibration Control of Sensitive Manufacturing Facilities
JMW. Brownjohn, UK
Study of the Effects Caused by the Powerhouse Vibrations upon the Structures of the Production Building at the Itaipu Hydroelectric Powar Plant
M.A. Camargo Juliani, L. Schreiner Garcez Lopes, L. Becocci, A.S. Fiorini, M.A. Lopez Paredes, Brasil
Vibration Propagation in Production Facility
MH. Inchauspé, JM. Daurat, France
Wave Propagation Behavior of Multi-Frame Structures
A. Nishida, Japan
Vibration Pollution due to Building Sites
MH. Inchauspé, S. Baron, France
10 - In-situ and laboratory experiments, benchmark
Dynamic Testing of the I-235 Pedestrian Bridge for Human Induced Vibration
M. Accardo, S. Stoyanoff, D.D. Byers, J.P. Boschert, Canada
Comparison of dynamical behaviour of footbridges with steel or concrete decks
J. Biliszczuk,P. Hawryszkow, C. Machelski, J. Tadla, Poland
Experimental modal analysis of the Millau bridge
Y. Gautier, O. Moretti, C. Cremona, France
Dynamic Investigation of an Historic Suspension Footbridge
C. Gentile, N. Gallino, Italy
Vibromonitoring of historical building structures in St.-Petersburg
V. Il’kov, V. Maslov, A. Pyshin, Russia
Investigation of Dynamic Response of Cable-Stayed Footbridge
Z. Kamaitis, A.J. Notkus, Lithuania
Experimental vibration analysis of aluminium bridge deck panel
W. Lakota, T. Siwowski, Poland
Exploitation of the free and forced vibrations cables of engineering civil
D. Siegert, L. Dieng, P. Brevet, France
Full scale modal measurements of the Ile d’Orleans Suspension Bridge
M. Talbot, S. Soyanoff, Canada
Vibration Tests on a three-span stress-ribbon bridge
V. Zabel, B. Winkel, C. Bucher, France
Model Updating of Cracked Steel Beam on the Basis of Vibration Tests
J. Zwolski, Poland
In-situ and laboratory experiments, benchmark: housing
Numerical and Experimental Studies of the Braga Sports Stadium suspended Roof
E. Caetano, A. Cunha, R.F. Furtado, Portugal
Interest of in situ experiments for seismic analysis of existing buildings
S. Hans, C. Boutin, E. Ibraim, P. Roussillon, France
Dynamic testing and chracterisation of the New Braga Stadium large span suspension roof
M. Marini, N. Cosentino, M. Majowiecki, Italy
Study of bell swinging induced vibrations of bell tower of Metz cathedral (France)
A. Patron-solares, C. Bottineau, R. Leconte, C. Cremona, France
Ambient Vibration Testing & System Identification of Tall Structures
A. Yoshida, Y. Tamura, Japan
In-situ and laboratory experiments, benchmark: civil engineering structures
Assessment of the State and Serviceability of Existing Structures in Bulgaria by Vibration In situ Tests
D. Dimov, O. Ganchev, P. Sotirov,, Bulgaria
Experimental Evaluation of the dynamic response of several sections of the new high speed railway line in the Netherlands
F. Galanti, A. Maijenburg, C. Esveld, J. Tunnissen, The Netherlands
Dynamic Performance of Glulam Timber Arch Highway Bridge
H. Honda, T. Sasaki, Japan
Experimental Evaluation of Modal Parameters of Incrementally Prestressed Concrete Beams for Railway Bridges
S.I. Kim, M-S. Hong, N-S. Kim, J-H. Cheung, J-S. Ahn, South Korea
Vibration Measurements on Small to Medium Single-Span Railway Bridges
C. Rebelo, L. Simoes da Silva, M. Pircher, C. Rigueiro, M. Heiden, Portugal
Participants
Stefan DEIX - ARSENAL RESEARCH / AUTRICHE
Alain FOURNOL - AVLS / FRANCE
Boumédiène DERRAS - CENTRE UNIVERS. MOULAY TAHAR SAIDA /ALGERIE
Renaud LECONTE - Responsable Section Ouvrages Métaliques - CETE DE LYON-LRPC / FRANCE
Yves GAUTIER - CETE DU SUD-OUEST / FRANCE
Thibault BRUNEL de BONNEVILLE - Responsable Sce Instrumentation OA - CETE MEDITERRANEE / FRANCE
Atef MOUSSA - DAR AL-HANDASAH CONSULTANTS / EGYPTE
Arjan MAIJENBURG - DELTA MARINE CONSULTANTS BV / PAYS BAS
Francesco BENEDETTINI - DISAT - UNIVERSITY OF L’AQUILA / ITALIE
Stéphane HANS - ENTPE / FRANCE
Elsa CAETANO - FACULDADE DE ENGENHARIA DA / PORTUGAL
Ivana MEKJAVIC - FACULTY OF CIVIL ENGINEERING / CROATIE
Mohamad ZAKI - Assistant Professor - Housing and Building Research Center / EGYPTE
Yongfeng DU - INSTITUTE OF EARTHQUAKE PROTECTION / CHINE
Lee IN-WON - Professor and Director - KAIST - NATIONAL RESEARCH LABORATORY / COREE
Hideyuki HONDA - KANAZAWA INSTITUTE OF TECHNOLOGY / JAPON
Guido DE ROECK - KATHOLIEKE UNIVERSITEIT LEUVEN / BELGIQUE
Edwin REYNDERS - KATHOLIEKE UNIVERSITEIT LEUVEN / BELGIQUE
Alexander PYSHIN - KRYLOV SHIPBUILDING RESEARCH INSTITUTE / RUSSIE
Viacheslav MASLOV - KRYLOV SHIPBUILDING RESEARCH INSTITUTE / RUSSIE
Akira IGARASHI - KYOTO UNIVERSITY / JAPON
Kok Siong WONG - Land transport authority / SINGAPOURE
Thierry KRETZ - LCPC / FRANCE
Bruno GODART - Ingénieur Divisionnaire - Chef de Division - LCPC / FRANCE
Alberto PATRON-SOLARES - Chercheur - LCPC / FRANCE
Lamine DIENG - LCPC DE NANTES / FRANCE
Bart PEETERS - LMS INTERNATIONAL / BELGIQUE
Takumi TOSHINAWA - MEISEI UNIVERSITY / JAPON
Ahmet TURER - MIDDLE EAST TECHNICAL UNIVERSITY / TURQUIE
Martin TALBOT - MINISTERE TRANSPORTS DU QUEBEC / CANADA
Marco ACCARDO - RWDI / CANADA
Stoyan STOYANOFF - RWDI / CANADA
Sébastien BARON - SITES / FRANCE
Luc DIELEMAN - Ingénieur Recherche Génie Civil - SNCF - DIRECTION DE L’INGENIERIE / FRANCE
Daniel GSELL - SWISS FEDERAL LABORATORIES OF / SUISSE
Glauco FELTRIN - SWISS FEDERAL LABORATORIES OF / SUISSE
Marko HEIDEN - TDV GmbH / AUTRICHE
Flavio GALANTI - TNO BUILT ENVIRONMENT & GEOSCIENCES / PAYS BAS
Ignace Davy MENDOUME MINKO - UFR RECHERCHE SCIENTIFIQUE & TECHNIQUE / FRANCE
Joseph MORLIER - UNIVERSITE BORDEAUX 1 / FRANCE
Patrick PAULTRE - UNIVERSITE DE SHERBROOKE / CANADA
Alireza ALVANDI - UNIVERSITE LAVAL / CANADA
Michael FRASER - UNIVERSITY OF CALIFORNIA / ETATS UNIS D’AMERIQUE
Linjun YAN - UNIVERSITY OF CALIFORNIA / ETATS UNIS D’AMERIQUE
Joel CONTE - UNIVERSITY OF CALIFORNIA / ETATS UNIS D’AMERIQUE
Carlos REBELO - UNIVERSITY OF COIMBRA / PORTUGAL
Kong Fah TEE - UNIVERSITY OF PLYMOUTH / GRANDE BRETAGNE
James BROWNJOHN - UNIVERSITY OF SHEFFIELD / GRANDE BRETAGNE
Milan PERIC - UNIVERSITY OF SHEFFIELD / GRANDE BRETAGNE
Aleksandar PAVIC - UNIVERSITY OF SHEFFIELD / GRANDE BRETAGNE
Stana ZIVANOVIC - UNIVERSITY OF SHEFFIELD / GRANDE BRETAGNE
Hironori ISHII - UNIVERSITY OF TOKYO / JAPON
Miyashita TAKESHI - UNIVERSITY OF TOKYO / JAPON
Dionysius SIRINGORINGO - UNIVERSITY OF TOKYO / JAPON
Helmut WENZEL - VCE HOLDING GMBH / AUTRICHE
Algirdas Jonas NOTKUS - VILNIUS GEDIMINAS TECHNICAL UNIVERSITY
Anthony BARRETT - VIRGINIA TECH / ETATS UNIS D’AMERIQUE
Thomas MURRAY - VIRGINIA TECH / ETATS UNIS D’AMERIQUE
Jan BIEN - WROCLAW UNIVERSITY OF TECHNOLOGY / POLOGNE
Pawel HAWRYSZKOW - WROCLAW UNIVERSITY OF TECHNOLOGY / POLOGNE
Jaroslaw ZWOLSKI - WROCLAW UNIVERSITY OF TECHNOLOGY / POLOGNE
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