Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
16875 | 566 | 17.8 | 31% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
439 | 15579 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING STRUCTURES//MASONRY |
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 | NON CLASSICAL DAMPING | Author keyword | 7 | 43% | 2% | 13 |
2 | MULTIPLY SUPPORTED SECONDARY SYSTEMS | Author keyword | 6 | 100% | 1% | 4 |
3 | FLOOR ACCELERATIONS | Author keyword | 3 | 57% | 1% | 4 |
4 | FLOOR SPECTRA | Author keyword | 3 | 43% | 1% | 6 |
5 | FLOOR RESPONSE SPECTRA | Author keyword | 3 | 38% | 1% | 6 |
6 | SECONDARY SYSTEMS | Author keyword | 3 | 50% | 1% | 4 |
7 | OPERATIONAL AND FUNCTIONAL COMPONENTS | Author keyword | 3 | 60% | 1% | 3 |
8 | NONSTRUCTURAL COMPONENTS | Author keyword | 2 | 29% | 1% | 7 |
9 | NON STRUCTURAL ELEMENTS | Author keyword | 2 | 44% | 1% | 4 |
10 | COORDINATE COUPLING | Author keyword | 2 | 67% | 0% | 2 |
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 | DAMPING NON PROPORTIONALITY | 11 | 100% | 1% | 6 |
2 | SRSS | 8 | 75% | 1% | 6 |
3 | FLOOR RESPONSE SPECTRA | 8 | 100% | 1% | 5 |
4 | SECONDARY SYSTEMS | 7 | 39% | 2% | 14 |
5 | NONSTRUCTURAL COMPONENTS | 6 | 48% | 2% | 10 |
6 | DAMPED LINEAR SYSTEMS | 4 | 47% | 1% | 7 |
7 | SUPPORTED SECONDARY SYSTEMS | 4 | 67% | 1% | 4 |
8 | FLOOR SPECTRA | 4 | 75% | 1% | 3 |
9 | INTERNAL EQUIPMENT | 4 | 50% | 1% | 6 |
10 | CONSERVATIVE GYROSCOPIC SYSTEMS | 4 | 56% | 1% | 5 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Stability of linear gyroscopic systems: A review | 2013 | 2 | 18 | 56% |
Enhancement of a tuned mass damper for building structures using fuzzy logic | 2013 | 2 | 4 | 25% |
Dissipation-induced instabilities in finite dimensions | 2007 | 39 | 40 | 8% |
SEISMIC RESPONSE OF SECONDARY SYSTEMS | 1988 | 40 | 13 | 23% |
Exceptional and diabolical points in stability questions | 2013 | 2 | 58 | 7% |
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 | DIRECTORATE SPACE MECH | 2 | 67% | 0.4% | 2 |
2 | CIVIL ARCHITECTURE BLDG | 1 | 50% | 0.4% | 2 |
3 | CIVIL GEOL MINERAL ENGN | 1 | 100% | 0.4% | 2 |
4 | VIBRAT TECHNOL | 1 | 50% | 0.4% | 2 |
5 | INGN CIENCIAS ARQUITECTURA | 1 | 40% | 0.4% | 2 |
6 | DIPARTIMENTO COSTRUZ TECNOL AVANZATE | 1 | 15% | 0.9% | 5 |
7 | PL ENGN DESIGN PROD | 1 | 33% | 0.4% | 2 |
8 | RAILWAY VEHICLE | 1 | 50% | 0.2% | 1 |
9 | SCI INFORMAT TECHNOL ENGN BALLARAT | 1 | 50% | 0.2% | 1 |
10 | TRANSPORTAT ENGN VEHICLE ENGN | 1 | 50% | 0.2% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000201393 | SECT ENGN DYNAM//FREQUENCY BASED SUBSTRUCTURING//COMPONENT MODE SYNTHESIS |
2 | 0.0000142705 | SEISMIC ISOLATION//BASE ISOLATION//FRICTION PENDULUM SYSTEM |
3 | 0.0000136085 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
4 | 0.0000121053 | OPTIMAL DAMPER PLACEMENT//SUPPLEMENTAL DAMPING//VISCOUS DAMPERS |
5 | 0.0000082710 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
6 | 0.0000078956 | APPROXIMATE REANALYSIS//EIGENVECTOR DERIVATIVES//STATIC REANALYSIS |
7 | 0.0000077318 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//WAVE TRAVEL TIME |
8 | 0.0000068110 | MODEL UPDATING//PARTIALLY PRESCRIBED SPECTRAL INFORMATION//PARTIAL POLE ASSIGNMENT |
9 | 0.0000067236 | COMPLEX BUILDING//SUPER TALL BUILDING//ELASTO PLASTIC TIME HISTORY ANALYSIS |
10 | 0.0000056875 | POLYNOMIAL EIGENVALUE PROBLEM//MATRIX POLYNOMIAL//QUADRATIC EIGENVALUE PROBLEM |