Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
14857 | 676 | 16.3 | 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 | FRAMED TUBE | Author keyword | 24 | 91% | 1% | 10 |
2 | CONTINUOUS CONNECTION METHOD | Author keyword | 20 | 100% | 1% | 9 |
3 | STIFFENING BEAM | Author keyword | 14 | 100% | 1% | 7 |
4 | STEEL COUPLING BEAMS | Author keyword | 11 | 78% | 1% | 7 |
5 | COUPLED SHEAR WALLS | Author keyword | 10 | 58% | 2% | 11 |
6 | COUPLED WALLS | Author keyword | 8 | 50% | 2% | 12 |
7 | SHEAR CORE | Author keyword | 8 | 100% | 1% | 5 |
8 | SHEAR LAG | Author keyword | 8 | 19% | 5% | 37 |
9 | DISASTER ENVIRONM SCI | Address | 6 | 71% | 1% | 5 |
10 | COUPLING BEAMS | 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 | FRAMED TUBE | 24 | 91% | 1% | 10 | Search FRAMED+TUBE | Search FRAMED+TUBE |
2 | CONTINUOUS CONNECTION METHOD | 20 | 100% | 1% | 9 | Search CONTINUOUS+CONNECTION+METHOD | Search CONTINUOUS+CONNECTION+METHOD |
3 | STIFFENING BEAM | 14 | 100% | 1% | 7 | Search STIFFENING+BEAM | Search STIFFENING+BEAM |
4 | STEEL COUPLING BEAMS | 11 | 78% | 1% | 7 | Search STEEL+COUPLING+BEAMS | Search STEEL+COUPLING+BEAMS |
5 | COUPLED SHEAR WALLS | 10 | 58% | 2% | 11 | Search COUPLED+SHEAR+WALLS | Search COUPLED+SHEAR+WALLS |
6 | COUPLED WALLS | 8 | 50% | 2% | 12 | Search COUPLED+WALLS | Search COUPLED+WALLS |
7 | SHEAR CORE | 8 | 100% | 1% | 5 | Search SHEAR+CORE | Search SHEAR+CORE |
8 | SHEAR LAG | 8 | 19% | 5% | 37 | Search SHEAR+LAG | Search SHEAR+LAG |
9 | COUPLING BEAMS | 6 | 45% | 1% | 10 | Search COUPLING+BEAMS | Search COUPLING+BEAMS |
10 | COUPLED SHEAR WALL | 6 | 47% | 1% | 9 | Search COUPLED+SHEAR+WALL | Search COUPLED+SHEAR+WALL |
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 | FRAMED TUBE STRUCTURES | 21 | 85% | 2% | 11 |
2 | FLOOR ACCELERATION DEMANDS | 17 | 70% | 2% | 14 |
3 | SYMMETRICAL TUBE STRUCTURES | 15 | 82% | 1% | 9 |
4 | TALL BUILDING STRUCTURES | 11 | 100% | 1% | 6 |
5 | AXIAL DEFORMATION | 11 | 78% | 1% | 7 |
6 | COUPLED SHEAR WALLS | 9 | 83% | 1% | 5 |
7 | FLEXIBLE BASES | 9 | 83% | 1% | 5 |
8 | SHEAR WALL STRUCTURES | 9 | 83% | 1% | 5 |
9 | HIGH RISE STRUCTURES | 6 | 80% | 1% | 4 |
10 | BOX GIRDERS | 6 | 43% | 1% | 10 |
Journals |
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 | STRUCTURAL DESIGN OF TALL BUILDINGS | 4 | 15% | 3% | 22 |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Review on the macro-modeling alternatives and a proposal for modeling coupling beams in tall buildings | 2015 | 0 | 11 | 73% |
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 | DISASTER ENVIRONM SCI | 6 | 71% | 0.7% | 5 |
2 | ADV STRUCT STN | 2 | 43% | 0.4% | 3 |
3 | ARCHITECTS ENGINEERS | 1 | 50% | 0.1% | 1 |
4 | BRIDGE DESIGN GRP | 1 | 50% | 0.1% | 1 |
5 | CIV ENGN ARCH | 1 | 50% | 0.1% | 1 |
6 | IA GRP 21 | 1 | 50% | 0.1% | 1 |
7 | JIANGSU ENVIRONM IMPACT STRUCT SAFETY C | 1 | 50% | 0.1% | 1 |
8 | YOUNG EARCHERS | 1 | 50% | 0.1% | 1 |
9 | BUILD CONSTR | 1 | 25% | 0.3% | 2 |
10 | TRANSPORTAT TRAFF | 1 | 25% | 0.3% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000126353 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//WAVE TRAVEL TIME |
2 | 0.0000111294 | COMPLEX BUILDING//SUPER TALL BUILDING//ELASTO PLASTIC TIME HISTORY ANALYSIS |
3 | 0.0000091534 | THIN WALLED BEAMS//FLEXURAL TORSIONAL VIBRATION//NONUNIFORM TORSION |
4 | 0.0000089997 | FMVSS 216//ROOF CRUSH//ROLLOVER |
5 | 0.0000076075 | ACI STRUCTURAL JOURNAL//DEEP BEAMS//REINFORCED CONCRETE |
6 | 0.0000075760 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
7 | 0.0000057872 | PARTIAL INTERACTION//COMPOSITE BEAMS//SHEAR CONNECTION |
8 | 0.0000056696 | PCI JOURNAL//SELF CENTERING//SELF CENTERING SYSTEMS |
9 | 0.0000047453 | INFILLED FRAMES//MASONRY INFILL//MASONRY INFILLS |
10 | 0.0000039758 | BUCKLING RESTRAINED BRACE//CONCENTRICALLY BRACED FRAMES//STEEL PLATE SHEAR WALLS |