Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
8378 | 1190 | 22.6 | 40% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
948 | 10333 | DAMAGE DETECTION//MECHANICAL SYSTEMS AND SIGNAL PROCESSING//STRUCTURAL HEALTH MONITORING |
Terms with highest relevance score |
Rank | Term | Type of term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|---|
1 | OPERATIONAL MODAL ANALYSIS | Author keyword | 62 | 46% | 8% | 101 |
2 | SUBSPACE IDENTIFICATION | Author keyword | 21 | 30% | 5% | 59 |
3 | STOCHASTIC SUBSPACE IDENTIFICATION | Author keyword | 14 | 41% | 2% | 27 |
4 | SUBSPACE METHODS | Author keyword | 14 | 21% | 5% | 59 |
5 | MODAL IDENTIFICATION | Author keyword | 8 | 20% | 3% | 34 |
6 | ENHANCED FREQUENCY DOMAIN DECOMPOSITION | Author keyword | 8 | 62% | 1% | 8 |
7 | ACOUST VIBRAT GRP | Address | 8 | 29% | 2% | 22 |
8 | EXOGENOUS INPUTS | Author keyword | 7 | 67% | 1% | 6 |
9 | NONSTATIONARY AMBIENT VIBRATION | Author keyword | 6 | 80% | 0% | 4 |
10 | NONSTATIONARY EXCITATION | Author keyword | 6 | 80% | 0% | 4 |
Web of Science journal categories |
Author Key Words |
Key Words Plus |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | EIGENSYSTEM REALIZATION ALGORITHM | 56 | 51% | 7% | 79 |
2 | LIVELY FOOTBRIDGE | 18 | 83% | 1% | 10 |
3 | MODAL PARAMETER IDENTIFICATION | 14 | 47% | 2% | 22 |
4 | AMBIENT VIBRATION | 12 | 32% | 3% | 30 |
5 | SPACE SYSTEM IDENTIFICATION | 9 | 83% | 0% | 5 |
6 | SPRAYER BOOM DYNAMICS | 8 | 75% | 1% | 6 |
7 | STOCHASTIC SUBSPACE IDENTIFICATION | 8 | 30% | 2% | 21 |
8 | LMS ARMAX IDENTIFICATION | 6 | 71% | 0% | 5 |
9 | OPERATIONAL MODAL ANALYSIS | 6 | 32% | 1% | 16 |
10 | SPAN ARCH BRIDGE | 6 | 58% | 1% | 7 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Optimization of monopiles for offshore wind turbines | 2015 | 1 | 3 | 67% |
System Identification Methods for (Operational) Modal Analysis: Review and Comparison | 2012 | 35 | 72 | 68% |
Stochastic system identification for operational modal analysis: A review | 2001 | 234 | 12 | 83% |
Explaining operational modal analysis with data from an arch bridge | 2011 | 25 | 16 | 88% |
Propagator-based methods for recursive subspace model identification | 2008 | 22 | 25 | 68% |
Review of Recent Developments in Multiple-Reference Impact Testing | 2011 | 2 | 1 | 100% |
Aeroelastic parameter identification in wind tunnel testing via the extended eigensystem realization algorithm | 2014 | 0 | 8 | 75% |
Subspace system identification framework for the analysis of multimoded propagation of THz-transient signals | 2005 | 12 | 89 | 12% |
Address terms |
Rank | Address term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | ACOUST VIBRAT GRP | 8 | 29% | 1.8% | 22 |
2 | STRUCT GEOTECH DYNAM STREGA | 4 | 44% | 0.6% | 7 |
3 | STOCHAST MECH SYST GRP | 3 | 57% | 0.3% | 4 |
4 | RUMENTAT DEV | 3 | 50% | 0.3% | 4 |
5 | TW WERK | 3 | 50% | 0.3% | 4 |
6 | LZA TECHNOL | 2 | 67% | 0.2% | 2 |
7 | MCERC | 2 | 67% | 0.2% | 2 |
8 | TWWERK | 2 | 67% | 0.2% | 2 |
9 | ENGN SCI ANAL | 1 | 100% | 0.2% | 2 |
10 | EXPT STRUCT DYNAM | 1 | 100% | 0.2% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000211558 | STRANDED WIRE HELICAL SPRING//TRANSVERSAL LINEARIZATION//UNKNOWN GROUND MOTION |
2 | 0.0000174509 | DAMAGE DETECTION//DAMAGE IDENTIFICATION//STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL |
3 | 0.0000152808 | ELEC//MULTISINE SIGNALS//MULTISINE EXCITATIONS |
4 | 0.0000151545 | OPTIMAL SENSOR PLACEMENT//EFFECTIVE INDEPENDENCE//CANTON TOWER |
5 | 0.0000147203 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//WAVE TRAVEL TIME |
6 | 0.0000135057 | MODEL UPDATING//PARTIALLY PRESCRIBED SPECTRAL INFORMATION//PARTIAL POLE ASSIGNMENT |
7 | 0.0000099944 | PUBL WORKS CIVIL ENGN//STRUCT HLTH CARE TECHNOL BLDG//GEODESY GEODET PLICAT |
8 | 0.0000097234 | HUMAN STRUCTURE INTERACTION//VIBRATION SERVICEABILITY//FOOTBRIDGES |
9 | 0.0000090568 | ELECTROMECHANICAL IMPEDANCE//ELECTRO MECHANICAL IMPEDANCE//ELECTROMECHANICAL IMPEDANCE EMI |
10 | 0.0000086529 | OPTIMIZAT SYST THEORY//ANALYTIC INTERPOLATION//RATIONAL COVARIANCE EXTENSION |