Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
15930 | 615 | 23.5 | 33% |
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 | BEAM COLUMN JOINTS | Author keyword | 61 | 58% | 11% | 69 |
2 | BEAM COLUMN JOINT | Author keyword | 27 | 47% | 7% | 43 |
3 | JOINTS JUNCTIONS | Author keyword | 16 | 50% | 4% | 23 |
4 | PLAIN REINFORCING BARS | Author keyword | 14 | 100% | 1% | 7 |
5 | LIGHTWEIGHT STRUCT CONCEPTUAL DESIGN ILEK | Address | 11 | 100% | 1% | 6 |
6 | ANCHORAGE SLIP | Author keyword | 9 | 83% | 1% | 5 |
7 | EXISTING FRAMES | Author keyword | 6 | 80% | 1% | 4 |
8 | COLUMN AXIAL LOAD | Author keyword | 6 | 71% | 1% | 5 |
9 | EARTHQUAKE RESISTANT STRUCTURES | Author keyword | 6 | 20% | 4% | 27 |
10 | PLAIN BARS | Author keyword | 5 | 63% | 1% | 5 |
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 | BEAM COLUMN JOINTS | 61 | 58% | 11% | 69 | Search BEAM+COLUMN+JOINTS | Search BEAM+COLUMN+JOINTS |
2 | BEAM COLUMN JOINT | 27 | 47% | 7% | 43 | Search BEAM+COLUMN+JOINT | Search BEAM+COLUMN+JOINT |
3 | JOINTS JUNCTIONS | 16 | 50% | 4% | 23 | Search JOINTS+JUNCTIONS | Search JOINTS+JUNCTIONS |
4 | PLAIN REINFORCING BARS | 14 | 100% | 1% | 7 | Search PLAIN+REINFORCING+BARS | Search PLAIN+REINFORCING+BARS |
5 | ANCHORAGE SLIP | 9 | 83% | 1% | 5 | Search ANCHORAGE+SLIP | Search ANCHORAGE+SLIP |
6 | EXISTING FRAMES | 6 | 80% | 1% | 4 | Search EXISTING+FRAMES | Search EXISTING+FRAMES |
7 | COLUMN AXIAL LOAD | 6 | 71% | 1% | 5 | Search COLUMN+AXIAL+LOAD | Search COLUMN+AXIAL+LOAD |
8 | EARTHQUAKE RESISTANT STRUCTURES | 6 | 20% | 4% | 27 | Search EARTHQUAKE+RESISTANT+STRUCTURES | Search EARTHQUAKE+RESISTANT+STRUCTURES |
9 | PLAIN BARS | 5 | 63% | 1% | 5 | Search PLAIN+BARS | Search PLAIN+BARS |
10 | PLAIN ROUND BAR | 5 | 63% | 1% | 5 | Search PLAIN+ROUND+BAR | Search PLAIN+ROUND+BAR |
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 | BEAM COLUMN JOINTS | 41 | 53% | 9% | 54 |
2 | PULLOUT SPECIMENS | 19 | 80% | 2% | 12 |
3 | SEISMIC REHABILITATION | 19 | 63% | 3% | 19 |
4 | SEISMIC RESISTANCE | 14 | 51% | 3% | 19 |
5 | HEADED BARS | 13 | 80% | 1% | 8 |
6 | GRAVITY LOADS | 11 | 67% | 2% | 10 |
7 | CCT NODES | 9 | 83% | 1% | 5 |
8 | INCLINED BARS | 8 | 100% | 1% | 5 |
9 | SUBSTANDARD REINFORCING DETAILS | 8 | 100% | 1% | 5 |
10 | SMOOTH REINFORCEMENT | 7 | 53% | 2% | 10 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars | 2011 | 9 | 14 | 86% |
Seismic response of r.c. columns with smooth reinforcement. Part I: Monotonic tests | 2008 | 20 | 2 | 50% |
Seismic response of r.c. columns with smooth reinforcement. Part II: Cyclic tests | 2008 | 28 | 3 | 33% |
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 | LIGHTWEIGHT STRUCT CONCEPTUAL DESIGN ILEK | 11 | 100% | 1.0% | 6 |
2 | NEWMARK CIVIL ENGN 3108 | 2 | 67% | 0.3% | 2 |
3 | RCS BRIDGE ENGN GRP | 2 | 67% | 0.3% | 2 |
4 | ILEK | 2 | 29% | 0.8% | 5 |
5 | BRIDGE ENGN GRP | 1 | 50% | 0.3% | 2 |
6 | STRUCT SEISM ENGN SECT | 1 | 50% | 0.3% | 2 |
7 | REINFORCED CONCRETE | 1 | 13% | 1.5% | 9 |
8 | BLDG ENGN TEAM | 1 | 50% | 0.2% | 1 |
9 | CIVIL ENVIR ENG | 1 | 50% | 0.2% | 1 |
10 | CONSTRUCT SYST MAT | 1 | 50% | 0.2% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000270129 | CONCRETE COLUMNS//CONFINEMENT//CONFINED CONCRETE |
2 | 0.0000201859 | INFILLED FRAMES//MASONRY INFILL//MASONRY INFILLS |
3 | 0.0000197775 | ACI STRUCTURAL JOURNAL//DEEP BEAMS//REINFORCED CONCRETE |
4 | 0.0000156161 | PCI JOURNAL//SELF CENTERING//SELF CENTERING SYSTEMS |
5 | 0.0000140531 | DEFORMED REINFORCEMENT//BOND CONCRETE TO REINFORCEMENT//SPLICE LENGTH |
6 | 0.0000109661 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
7 | 0.0000097864 | PUNCHING SHEAR//FLAT CONCRETE PLATES//FLAT SLABS |
8 | 0.0000082609 | ADHESIVE ANCHORS//CONCRETE CORES//POST INSTALLED |
9 | 0.0000082560 | JOURNAL OF COMPOSITES FOR CONSTRUCTION//STRENGTHENING//SHEAR STRENGTHENING |
10 | 0.0000070224 | MODULARIZED STRUCTURE//LUMPED DAMAGE MECHANICS//ADAPTIVELY SHIFTED INTEGRATION TECHNIQUE |