nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
APPLICATION OF THE CONDITIONED REVERSE PATH METHOD
|
MARCHESIELLO, S. |
|
2003 |
17 |
1 |
p. 183-188 6 p. |
artikel |
2 |
APPLICATION OF THE CONDITIONED REVERSE PATH METHOD
|
GARIBALDI, L. |
|
2003 |
17 |
1 |
p. 227-235 9 p. |
artikel |
3 |
CONCLUSIONS
|
GOLINVAL, J.C |
|
2003 |
17 |
1 |
p. 251-254 4 p. |
artikel |
4 |
COST ACTION F3 ON STRUCTURAL DYNAMICS: BENCHMARKS FOR WORKING GROUP 2—STRUCTURAL HEALTH MONITORING
|
WORDEN, K. |
|
2003 |
17 |
1 |
p. 73-75 3 p. |
artikel |
5 |
COST ACTION F3 ‘STRUCTURAL DYNAMICS’ (1997–2001)—AN EUROPEAN CO-OPERATION IN THE FIELD OF SCIENCE AND TECHNOLOGY
|
GOLINVAL, J.-C. |
|
2003 |
17 |
1 |
p. 3-7 5 p. |
artikel |
6 |
DAMAGE ASSESSMENT USING NEURAL NETWORKS
|
ZAPICO, J.L. |
|
2003 |
17 |
1 |
p. 119-125 7 p. |
artikel |
7 |
DAMAGE ASSESSMENT USING VIBRATION ANALYSIS ON THE Z24-BRIDGE
|
MAECK, J. |
|
2003 |
17 |
1 |
p. 133-142 10 p. |
artikel |
8 |
DAMAGE DETECTION OF THE Z24 BRIDGE USING CONTROL CHARTS
|
KULLAA, JYRKI |
|
2003 |
17 |
1 |
p. 163-170 8 p. |
artikel |
9 |
DAMAGE IDENTIFICATION USING CHANGES OF EIGENFREQUENCIES AND MODE SHAPES
|
GÖRL, E. |
|
2003 |
17 |
1 |
p. 103-110 8 p. |
artikel |
10 |
DESCRIPTION OF THE STEELQUAKE BENCHMARK
|
MOLINA, F.J. |
|
2003 |
17 |
1 |
p. 77-82 6 p. |
artikel |
11 |
DESCRIPTION OF Z24 BENCHMARK
|
MAECK, J. |
|
2003 |
17 |
1 |
p. 127-131 5 p. |
artikel |
12 |
DISCUSSION AND CONCLUSIONS FOR WORKING GROUP 2 BENCHMARKS
|
WORDEN, K. |
|
2003 |
17 |
1 |
p. 171-175 5 p. |
artikel |
13 |
ECL BENCHMARK: APPLICATION OF THE PROPER ORTHOGONAL DECOMPOSITION
|
LENAERTS, V. |
|
2003 |
17 |
1 |
p. 237-242 6 p. |
artikel |
14 |
EDITORIAL
|
GOLINVAL, JEAN–CLAUDE |
|
2003 |
17 |
1 |
p. 1- 1 p. |
artikel |
15 |
FITTING MEASURED FREQUENCY RESPONSE USING NON-LINEAR MODES
|
GIBERT, C. |
|
2003 |
17 |
1 |
p. 211-218 8 p. |
artikel |
16 |
GLOBAL DAMAGE IDENTIFICATION OF THE ‘STEELQUAKE’ STRUCTURE USING MODAL DATA
|
FRITZEN, C.-P. |
|
2003 |
17 |
1 |
p. 111-117 7 p. |
artikel |
17 |
IDENTIFICATION AND UP-DATING OVER THE Z24 BENCHMARK
|
GARIBALDI, L. |
|
2003 |
17 |
1 |
p. 153-161 9 p. |
artikel |
18 |
INSTANTANEOUS INDICATORS OF STRUCTURAL BEHAVIOUR BASED ON THE CONTINUOUS CAUCHY WAVELET ANALYSIS
|
ARGOUL, PIERRE |
|
2003 |
17 |
1 |
p. 243-250 8 p. |
artikel |
19 |
MODAL IDENTIFICATION AND DAMAGE DETECTION USING THE DATA-DRIVEN STOCHASTIC SUBSPACE AND ARMAV METHODS
|
BODEUX, J.-B. |
|
2003 |
17 |
1 |
p. 83-89 7 p. |
artikel |
20 |
MODELLING AND UPDATING OF LOCAL NON-LINEARITIES USING FREQUENCY RESPONSE RESIDUALS
|
MEYER, S. |
|
2003 |
17 |
1 |
p. 219-226 8 p. |
artikel |
21 |
NON-LINEAR MECHANICAL SYSTEMS IDENTIFICATION USING LINEAR SYSTEMS WITH RANDOM PARAMETERS
|
BELLIZZI, S. |
|
2003 |
17 |
1 |
p. 203-210 8 p. |
artikel |
22 |
PRESENTATION OF THE ECL BENCHMARK
|
THOUVEREZ, F. |
|
2003 |
17 |
1 |
p. 195-202 8 p. |
artikel |
23 |
PRESENTATION OF THE VTT BENCHMARK
|
JUNTUNEN, M. |
|
2003 |
17 |
1 |
p. 179-182 4 p. |
artikel |
24 |
RESULTS OBTAINED BY MINIMISING NATURAL FREQUENCY AND ANTIRESONANCE ERRORS OF A BEAM MODEL
|
D'AMBROGIO, WALTER |
|
2003 |
17 |
1 |
p. 29-37 9 p. |
artikel |
25 |
RESULTS OBTAINED BY MINIMISING NATURAL FREQUENCY AND MAC-VALUE ERRORS OF A BEAM MODEL
|
THONON, C. |
|
2003 |
17 |
1 |
p. 65-72 8 p. |
artikel |
26 |
RESULTS OBTAINED BY MINIMISING NATURAL FREQUENCY AND MAC-VALUE ERRORS OF A PLATE MODEL
|
BOHLE, K. |
|
2003 |
17 |
1 |
p. 55-64 10 p. |
artikel |
27 |
RESULTS OBTAINED BY MINIMISING NATURAL-FREQUENCY ERRORS AND USING PHYSICAL REASONING
|
MARES, C. |
|
2003 |
17 |
1 |
p. 39-46 8 p. |
artikel |
28 |
RESULTS OBTAINED BY MINIMIZING NATURAL FREQUENCY AND MODE SHAPE ERRORS OF A BEAM MODEL
|
GÖGE, D. |
|
2003 |
17 |
1 |
p. 21-27 7 p. |
artikel |
29 |
RESULTS OBTAINED BY THE CRE UPDATING METHOD USING A PLATE MODEL
|
DERAEMAEKER, A. |
|
2003 |
17 |
1 |
p. 47-54 8 p. |
artikel |
30 |
STOCHASTIC SUBSPACE-BASED STRUCTURAL IDENTIFICATION AND DAMAGE DETECTION AND LOCALISATION—APPLICATION TO THE Z24 BRIDGE BENCHMARK
|
MEVEL, L |
|
2003 |
17 |
1 |
p. 143-151 9 p. |
artikel |
31 |
STOCHASTIC SUBSPACE-BASED STRUCTURAL IDENTIFICATION AND DAMAGE DETECTION —APPLICATION TO THE STEEL-QUAKE BENCHMARK
|
MEVEL, L |
|
2003 |
17 |
1 |
p. 91-101 11 p. |
artikel |
32 |
VTT BENCHMARK: APPLICATION OF THE RESTORING FORCE SURFACE METHOD
|
KERSCHEN, G |
|
2003 |
17 |
1 |
p. 189-193 5 p. |
artikel |
33 |
WORKING GROUP 1: GENERATION OF VALIDATED STRUCTURAL DYNAMIC MODELS—RESULTS OF A BENCHMARK STUDY UTILISING THE GARTEUR SM-AG19 TEST-BED
|
LINK, M. |
|
2003 |
17 |
1 |
p. 9-20 12 p. |
artikel |
34 |
WORKING GROUP 3—IDENTIFICATION OF NON-LINEAR SYSTEMS
|
GOLINVAL, J.C. |
|
2003 |
17 |
1 |
p. 177-178 2 p. |
artikel |