Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
9546 | 1078 | 20.6 | 36% |
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 | SEISMIC ISOLATION | Author keyword | 128 | 50% | 17% | 187 |
2 | BASE ISOLATION | Author keyword | 94 | 41% | 17% | 180 |
3 | FRICTION PENDULUM SYSTEM | Author keyword | 26 | 69% | 2% | 22 |
4 | FIBER REINFORCED ELASTOMERIC ISOLATOR | Author keyword | 23 | 100% | 1% | 10 |
5 | FRICTION PENDULUM | Author keyword | 17 | 79% | 1% | 11 |
6 | ELASTOMERIC BEARINGS | Author keyword | 16 | 58% | 2% | 19 |
7 | ELASTOMERIC BEARING | Author keyword | 16 | 53% | 2% | 21 |
8 | LEAD RUBBER BEARINGS | Author keyword | 15 | 59% | 2% | 17 |
9 | SUPERSTRUCTURE FLEXIBILITY | Author keyword | 15 | 88% | 1% | 7 |
10 | HIGH DAMPING RUBBER BEARINGS | Author keyword | 12 | 86% | 1% | 6 |
Web of Science journal categories |
Author Key Words |
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 |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | SEISMIC ISOLATION | 128 | 50% | 17% | 187 | Search SEISMIC+ISOLATION | Search SEISMIC+ISOLATION |
2 | BASE ISOLATION | 94 | 41% | 17% | 180 | Search BASE+ISOLATION | Search BASE+ISOLATION |
3 | FRICTION PENDULUM SYSTEM | 26 | 69% | 2% | 22 | Search FRICTION+PENDULUM+SYSTEM | Search FRICTION+PENDULUM+SYSTEM |
4 | FIBER REINFORCED ELASTOMERIC ISOLATOR | 23 | 100% | 1% | 10 | Search FIBER+REINFORCED+ELASTOMERIC+ISOLATOR | Search FIBER+REINFORCED+ELASTOMERIC+ISOLATOR |
5 | FRICTION PENDULUM | 17 | 79% | 1% | 11 | Search FRICTION+PENDULUM | Search FRICTION+PENDULUM |
6 | ELASTOMERIC BEARINGS | 16 | 58% | 2% | 19 | Search ELASTOMERIC+BEARINGS | Search ELASTOMERIC+BEARINGS |
7 | ELASTOMERIC BEARING | 16 | 53% | 2% | 21 | Search ELASTOMERIC+BEARING | Search ELASTOMERIC+BEARING |
8 | LEAD RUBBER BEARINGS | 15 | 59% | 2% | 17 | Search LEAD+RUBBER+BEARINGS | Search LEAD+RUBBER+BEARINGS |
9 | SUPERSTRUCTURE FLEXIBILITY | 15 | 88% | 1% | 7 | Search SUPERSTRUCTURE+FLEXIBILITY | Search SUPERSTRUCTURE+FLEXIBILITY |
10 | HIGH DAMPING RUBBER BEARINGS | 12 | 86% | 1% | 6 | Search HIGH+DAMPING+RUBBER+BEARINGS | Search HIGH+DAMPING+RUBBER+BEARINGS |
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 | SUPPORT MOTION | 69 | 91% | 3% | 29 |
2 | SEISMIC ISOLATORS | 65 | 95% | 2% | 21 |
3 | TEFLON BEARINGS | 50 | 71% | 4% | 41 |
4 | BASE ISOLATION | 47 | 55% | 5% | 59 |
5 | SLIDING STRUCTURES | 37 | 81% | 2% | 22 |
6 | SLIDING ISOLATION BEARINGS | 26 | 80% | 1% | 16 |
7 | RUBBER BEARINGS | 25 | 73% | 2% | 19 |
8 | COMPRESSION STIFFNESS | 23 | 100% | 1% | 10 |
9 | ISOLATION BEARINGS | 17 | 59% | 2% | 19 |
10 | FLEXIBLE REINFORCEMENTS | 17 | 100% | 1% | 8 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
SEISMIC BEHAVIOR OF BASE-ISOLATED BUILDINGS - A STATE-OF-THE-ART REVIEW | 1995 | 56 | 65 | 92% |
Compression of bonded rubber blocks | 2002 | 12 | 4 | 100% |
Seismic analysis of base isolated buildings | 1997 | 17 | 17 | 88% |
Mechanical property analysis and design of shock absorber system using fiber bearing by experimental method | 2003 | 3 | 2 | 100% |
COMPRESSION OF RUBBER BLOCKS | 1994 | 42 | 3 | 33% |
Seismic protection technology for nuclear power plants: a systematic review | 2015 | 0 | 46 | 63% |
Seismic Response of Base-Isolated High-Rise Buildings under Fully Nonstationary Excitation | 2014 | 0 | 18 | 56% |
Seismic behaviour of isolated fluid storage tanks: A-state-of-the-art review | 2014 | 0 | 45 | 53% |
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 | CONTROL DYNAM PLICAT | 6 | 100% | 0.4% | 4 |
2 | ESTATE | 3 | 100% | 0.3% | 3 |
3 | DIPARTIMENTO PROGETTAZ COSTRUZ AMBIENTE | 3 | 42% | 0.5% | 5 |
4 | PACIFIC EARTHQUAKE ENGN | 2 | 16% | 1.0% | 11 |
5 | ARCHITECTURE CONSTRUCT CONSERVAT | 2 | 43% | 0.3% | 3 |
6 | ARCHITECTURAL STRUCT DESIGN | 1 | 38% | 0.3% | 3 |
7 | ADV PROD DEV TEAM | 1 | 100% | 0.2% | 2 |
8 | DISGG | 1 | 12% | 0.8% | 9 |
9 | ARCHITECTURE DISCIPLINE | 1 | 40% | 0.2% | 2 |
10 | KONSTRUKTIVEN INGN | 1 | 17% | 0.5% | 5 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000193698 | OPTIMAL DAMPER PLACEMENT//SUPPLEMENTAL DAMPING//VISCOUS DAMPERS |
2 | 0.0000142705 | NON CLASSICAL DAMPING//MULTIPLY SUPPORTED SECONDARY SYSTEMS//FLOOR ACCELERATIONS |
3 | 0.0000127714 | ROCKING//FOUNDATION UPLIFT//OVERTURNING |
4 | 0.0000121215 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
5 | 0.0000115571 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
6 | 0.0000107913 | SEMI ACTIVE CONTROL//STRUCTURAL CONTROL//SMART STRUCT SYST |
7 | 0.0000091454 | MULLINS EFFECT//STRESS SOFTENING//LIMITING CHAIN EXTENSIBILITY |
8 | 0.0000065422 | STRANDED WIRE HELICAL SPRING//TRANSVERSAL LINEARIZATION//UNKNOWN GROUND MOTION |
9 | 0.0000064700 | CONTAINMENT CONCRETE TECHNOL//LARGE ACCELERATION//NON STATIONARY FOURIER SPECTRA |
10 | 0.0000056594 | REAL TIME HYBRID SIMULATION//EFFECTIVE FORCE TESTING//ELECTRO HYDRAULIC SHAKING TABLE |