Mechanical Systems and Signal Processing

EDITORIAL
pp. 1-1(1)
Authors: GOLINVAL J.; LINK M.

COST ACTION F3 ‘STRUCTURAL DYNAMICS’ (1997–2001)—AN EUROPEAN CO-OPERATION IN THE FIELD OF SCIENCE AND TECHNOLOGY
pp. 3-7(5)
Authors: GOLINVAL J.-C.; LINK M.

WORKING GROUP 1: GENERATION OF VALIDATED STRUCTURAL DYNAMIC MODELS—RESULTS OF A BENCHMARK STUDY UTILISING THE GARTEUR SM-AG19 TEST-BED
pp. 9-20(12)
Authors: LINK M.; FRISWELL M.

RESULTS OBTAINED BY MINIMIZING NATURAL FREQUENCY AND MODE SHAPE ERRORS OF A BEAM MODEL
pp. 21-27(7)
Authors: GÖGE D.; LINK M.

RESULTS OBTAINED BY MINIMISING NATURAL FREQUENCY AND ANTIRESONANCE ERRORS OF A BEAM MODEL
pp. 29-37(9)
Authors: D'AMBROGIO W.; FREGOLENT A.

RESULTS OBTAINED BY MINIMISING NATURAL-FREQUENCY ERRORS AND USING PHYSICAL REASONING
pp. 39-46(8)
Authors: MARES C.; MOTTERSHEAD J.E.; FRISWELL M.I.

RESULTS OBTAINED BY THE CRE UPDATING METHOD USING A PLATE MODEL
pp. 47-54(8)
Authors: DERAEMAEKER A.; LADEVÈZE P.; LE LOCH S.

RESULTS OBTAINED BY MINIMISING NATURAL FREQUENCY AND MAC-VALUE ERRORS OF A PLATE MODEL
pp. 55-64(10)
Authors: BOHLE K.; FRITZEN C.-P.

RESULTS OBTAINED BY MINIMISING NATURAL FREQUENCY AND MAC-VALUE ERRORS OF A BEAM MODEL
pp. 65-72(8)
Authors: THONON C.; GOLINVAL J.-C.

COST ACTION F3 ON STRUCTURAL DYNAMICS: BENCHMARKS FOR WORKING GROUP 2—STRUCTURAL HEALTH MONITORING
pp. 73-75(3)
Author: WORDEN K.

DESCRIPTION OF THE STEELQUAKE BENCHMARK
pp. 77-82(6)
Authors: MOLINA F.J.; PASCUAL R.; GOLINVAL J.-C.

MODAL IDENTIFICATION AND DAMAGE DETECTION USING THE DATA-DRIVEN STOCHASTIC SUBSPACE AND ARMAV METHODS
pp. 83-89(7)
Authors: BODEUX J.-B.; GOLINVAL J.-C.

STOCHASTIC SUBSPACE-BASED STRUCTURAL IDENTIFICATION AND DAMAGE DETECTION —APPLICATION TO THE STEEL-QUAKE BENCHMARK
pp. 91-101(11)
Authors: MEVEL L.; BASSEVILLE M.; GOURSAT M.

DAMAGE IDENTIFICATION USING CHANGES OF EIGENFREQUENCIES AND MODE SHAPES
pp. 103-110(8)
Authors: GÖRL E.; LINK M.

GLOBAL DAMAGE IDENTIFICATION OF THE ‘STEELQUAKE’ STRUCTURE USING MODAL DATA
pp. 111-117(7)
Authors: FRITZEN C.-P.; BOHLE K.

DAMAGE ASSESSMENT USING NEURAL NETWORKS
pp. 119-125(7)
Authors: ZAPICO J.L.; GONZÁLEZ M.P.; WORDEN K.

DESCRIPTION OF Z24 BENCHMARK
pp. 127-131(5)
Authors: MAECK J.; DE ROECK G.

DAMAGE ASSESSMENT USING VIBRATION ANALYSIS ON THE Z24-BRIDGE
pp. 133-142(10)
Authors: MAECK J.; DE ROECK G.

STOCHASTIC SUBSPACE-BASED STRUCTURAL IDENTIFICATION AND DAMAGE DETECTION AND LOCALISATION—APPLICATION TO THE Z24 BRIDGE BENCHMARK
pp. 143-151(9)
Authors: MEVEL L.; GOURSAT M.; BASSEVILLE M.

IDENTIFICATION AND UP-DATING OVER THE Z24 BENCHMARK
pp. 153-161(9)
Authors: GARIBALDI L.; MARCHESIELLO S.; BONISOLI E.

DAMAGE DETECTION OF THE Z24 BRIDGE USING CONTROL CHARTS
pp. 163-170(8)
Author: KULLAA J.

DISCUSSION AND CONCLUSIONS FOR WORKING GROUP 2 BENCHMARKS
pp. 171-175(5)
Author: WORDEN K.

WORKING GROUP 3—IDENTIFICATION OF NON-LINEAR SYSTEMS
pp. 177-178(2)
Authors: GOLINVAL J.C.; KERSCHEN G.; LENAERTS V.; THOUVEREZ F.; ARGOUL P.

PRESENTATION OF THE VTT BENCHMARK
pp. 179-182(4)
Authors: JUNTUNEN M.; LINJAMA J.

APPLICATION OF THE CONDITIONED REVERSE PATH METHOD
pp. 183-188(6)
Author: MARCHESIELLO S.

VTT BENCHMARK: APPLICATION OF THE RESTORING FORCE SURFACE METHOD
pp. 189-193(5)
Authors: KERSCHEN G.; LENAERTS V.; GOLINVAL J.-C.

PRESENTATION OF THE ECL BENCHMARK
pp. 195-202(8)
Author: THOUVEREZ F.

NON-LINEAR MECHANICAL SYSTEMS IDENTIFICATION USING LINEAR SYSTEMS WITH RANDOM PARAMETERS
pp. 203-210(8)
Authors: BELLIZZI S.; DEFILIPPI M.

FITTING MEASURED FREQUENCY RESPONSE USING NON-LINEAR MODES
pp. 211-218(8)
Author: GIBERT C.

MODELLING AND UPDATING OF LOCAL NON-LINEARITIES USING FREQUENCY RESPONSE RESIDUALS
pp. 219-226(8)
Authors: MEYER S.; LINK M.

APPLICATION OF THE CONDITIONED REVERSE PATH METHOD
pp. 227-235(9)
Author: GARIBALDI L.

ECL BENCHMARK: APPLICATION OF THE PROPER ORTHOGONAL DECOMPOSITION
pp. 237-242(6)
Authors: LENAERTS V.; KERSCHEN G.; GOLINVAL J.C.

INSTANTANEOUS INDICATORS OF STRUCTURAL BEHAVIOUR BASED ON THE CONTINUOUS CAUCHY WAVELET ANALYSIS
pp. 243-250(8)
Authors: ARGOUL P.; LE T-P.

CONCLUSIONS
pp. 251-254(4)
Authors: GOLINVAL J.C.; KERSCHEN G.; LENAERTS V.; THOUVEREZ F.; ARGOUL P.