Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
14665 | 689 | 21.8 | 39% |
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 | OPTIMAL DAMPER PLACEMENT | Author keyword | 34 | 93% | 2% | 13 |
2 | SUPPLEMENTAL DAMPING | Author keyword | 25 | 71% | 3% | 20 |
3 | VISCOUS DAMPERS | Author keyword | 22 | 46% | 5% | 36 |
4 | VISCOELASTIC DAMPERS | Author keyword | 18 | 59% | 3% | 20 |
5 | NONLINEAR VISCOUS DAMPERS | Author keyword | 12 | 86% | 1% | 6 |
6 | PASSIVE CONTROL | Author keyword | 10 | 15% | 10% | 66 |
7 | PLAN ASYMMETRY | Author keyword | 10 | 73% | 1% | 8 |
8 | ADDED VISCOUS DAMPERS | Author keyword | 8 | 100% | 1% | 5 |
9 | FLUID VISCOUS DISSIPATERS | Author keyword | 6 | 80% | 1% | 4 |
10 | ADJACENT STRUCTURES | Author keyword | 6 | 45% | 1% | 10 |
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 | OPTIMAL DAMPER PLACEMENT | 34 | 93% | 2% | 13 | Search OPTIMAL+DAMPER+PLACEMENT | Search OPTIMAL+DAMPER+PLACEMENT |
2 | SUPPLEMENTAL DAMPING | 25 | 71% | 3% | 20 | Search SUPPLEMENTAL+DAMPING | Search SUPPLEMENTAL+DAMPING |
3 | VISCOUS DAMPERS | 22 | 46% | 5% | 36 | Search VISCOUS+DAMPERS | Search VISCOUS+DAMPERS |
4 | VISCOELASTIC DAMPERS | 18 | 59% | 3% | 20 | Search VISCOELASTIC+DAMPERS | Search VISCOELASTIC+DAMPERS |
5 | NONLINEAR VISCOUS DAMPERS | 12 | 86% | 1% | 6 | Search NONLINEAR+VISCOUS+DAMPERS | Search NONLINEAR+VISCOUS+DAMPERS |
6 | PASSIVE CONTROL | 10 | 15% | 10% | 66 | Search PASSIVE+CONTROL | Search PASSIVE+CONTROL |
7 | PLAN ASYMMETRY | 10 | 73% | 1% | 8 | Search PLAN+ASYMMETRY | Search PLAN+ASYMMETRY |
8 | ADDED VISCOUS DAMPERS | 8 | 100% | 1% | 5 | Search ADDED+VISCOUS+DAMPERS | Search ADDED+VISCOUS+DAMPERS |
9 | FLUID VISCOUS DISSIPATERS | 6 | 80% | 1% | 4 | Search FLUID+VISCOUS+DISSIPATERS | Search FLUID+VISCOUS+DISSIPATERS |
10 | ADJACENT STRUCTURES | 6 | 45% | 1% | 10 | Search ADJACENT+STRUCTURES | Search ADJACENT+STRUCTURES |
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 | VISCOELASTIC DAMPERS | 94 | 71% | 11% | 77 |
2 | VISCOUS DAMPERS | 28 | 57% | 5% | 33 |
3 | SHEAR TYPE STRUCTURES | 21 | 90% | 1% | 9 |
4 | ENERGY DISSIPATION SYSTEMS | 19 | 80% | 2% | 12 |
5 | FV SPRING DAMPERS | 13 | 80% | 1% | 8 |
6 | SUPPLEMENTAL VISCOUS DAMPERS | 13 | 80% | 1% | 8 |
7 | TORSIONAL BALANCE | 12 | 86% | 1% | 6 |
8 | STEEL FRAME | 10 | 57% | 2% | 12 |
9 | DAMPING SYSTEMS | 9 | 44% | 2% | 15 |
10 | PARALLEL STRUCTURES | 6 | 80% | 1% | 4 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Advances in Structural Control in Civil Engineering in China | 2010 | 7 | 5 | 40% |
PASSIVE RESPONSE CONTROL SYSTEMS FOR SEISMIC RESPONSE REDUCTION: A STATE-OF-THE-ART REVIEW | 2009 | 8 | 71 | 31% |
Review of some recent progress on materials science researches in China | 2012 | 6 | 47 | 6% |
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 | HUBEI PROV CONTROL STRUCT | 3 | 100% | 0.4% | 3 |
2 | STRUCT GEOTECH ENGN DISTR | 2 | 36% | 0.7% | 5 |
3 | RC PC | 2 | 67% | 0.3% | 2 |
4 | ARCHITECTURE ARCHITECTURAL SYST | 2 | 17% | 1.7% | 12 |
5 | CPC STRUCT | 2 | 16% | 1.5% | 10 |
6 | EXPT INGN | 2 | 43% | 0.4% | 3 |
7 | STATE COSTAL OFFSHORE ENGN | 2 | 43% | 0.4% | 3 |
8 | NEWMARK CIVIL ENGN 2213 | 1 | 33% | 0.3% | 2 |
9 | BACHELOR PROGRAM MED ENGN | 1 | 50% | 0.1% | 1 |
10 | BUILD | 1 | 50% | 0.1% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000217833 | BUCKLING RESTRAINED BRACE//CONCENTRICALLY BRACED FRAMES//STEEL PLATE SHEAR WALLS |
2 | 0.0000208802 | SEMI ACTIVE CONTROL//STRUCTURAL CONTROL//SMART STRUCT SYST |
3 | 0.0000193698 | SEISMIC ISOLATION//BASE ISOLATION//FRICTION PENDULUM SYSTEM |
4 | 0.0000162809 | TUNED MASS DAMPERS//TUNED LIQUID COLUMN DAMPER//TLCD |
5 | 0.0000146638 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
6 | 0.0000136298 | PCI JOURNAL//SELF CENTERING//SELF CENTERING SYSTEMS |
7 | 0.0000121053 | NON CLASSICAL DAMPING//MULTIPLY SUPPORTED SECONDARY SYSTEMS//FLOOR ACCELERATIONS |
8 | 0.0000113251 | FRACTIONAL DERIVATIVE DAMPING//FRACTIONAL DERIVATIVES//FRACTIONAL DERIVATIVE CONSTITUTIVE RELATION |
9 | 0.0000092143 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
10 | 0.0000080832 | COMPLEX BUILDING//SUPER TALL BUILDING//ELASTO PLASTIC TIME HISTORY ANALYSIS |