Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
8694 | 1158 | 21.3 | 32% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
877 | 10794 | ACI STRUCTURAL JOURNAL//JOURNAL OF COMPOSITES FOR CONSTRUCTION//REINFORCED CONCRETE |
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 | DEFORMED REINFORCEMENT | Author keyword | 62 | 90% | 2% | 27 |
2 | BOND CONCRETE TO REINFORCEMENT | Author keyword | 49 | 66% | 4% | 45 |
3 | SPLICE LENGTH | Author keyword | 42 | 94% | 1% | 15 |
4 | LAP CONNECTIONS | Author keyword | 30 | 84% | 1% | 16 |
5 | TENSION STIFFENING | Author keyword | 24 | 38% | 4% | 50 |
6 | BOND | Author keyword | 24 | 16% | 11% | 131 |
7 | BOND STRESS | Author keyword | 17 | 38% | 3% | 35 |
8 | DEVELOPMENT LENGTH | Author keyword | 13 | 35% | 3% | 30 |
9 | FRP BARS | Author keyword | 12 | 44% | 2% | 20 |
10 | REINFORCING STEELS | Author keyword | 10 | 27% | 3% | 31 |
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 | DEFORMED REINFORCEMENT | 62 | 90% | 2% | 27 | Search DEFORMED+REINFORCEMENT | Search DEFORMED+REINFORCEMENT |
2 | BOND CONCRETE TO REINFORCEMENT | 49 | 66% | 4% | 45 | Search BOND+CONCRETE+TO+REINFORCEMENT | Search BOND+CONCRETE+TO+REINFORCEMENT |
3 | SPLICE LENGTH | 42 | 94% | 1% | 15 | Search SPLICE+LENGTH | Search SPLICE+LENGTH |
4 | LAP CONNECTIONS | 30 | 84% | 1% | 16 | Search LAP+CONNECTIONS | Search LAP+CONNECTIONS |
5 | TENSION STIFFENING | 24 | 38% | 4% | 50 | Search TENSION+STIFFENING | Search TENSION+STIFFENING |
6 | BOND | 24 | 16% | 11% | 131 | Search BOND | Search BOND |
7 | BOND STRESS | 17 | 38% | 3% | 35 | Search BOND+STRESS | Search BOND+STRESS |
8 | DEVELOPMENT LENGTH | 13 | 35% | 3% | 30 | Search DEVELOPMENT+LENGTH | Search DEVELOPMENT+LENGTH |
9 | FRP BARS | 12 | 44% | 2% | 20 | Search FRP+BARS | Search FRP+BARS |
10 | REINFORCING STEELS | 10 | 27% | 3% | 31 | Search REINFORCING+STEELS | Search REINFORCING+STEELS |
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 | EPOXY COATED REINFORCEMENT | 52 | 100% | 2% | 18 |
2 | SPLICE STRENGTH | 34 | 93% | 1% | 13 |
3 | FRP REBARS | 30 | 100% | 1% | 12 |
4 | REINFORCING BARS | 24 | 43% | 4% | 43 |
5 | POLYMER BARS | 21 | 59% | 2% | 24 |
6 | STIFFNESS MODEL | 21 | 90% | 1% | 9 |
7 | FRP BARS | 20 | 59% | 2% | 22 |
8 | TENSION STIFFNESS MODEL | 18 | 89% | 1% | 8 |
9 | EFFECTIVE MOMENT | 17 | 68% | 1% | 15 |
10 | DEFORMED BARS | 17 | 70% | 1% | 14 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Mechanical anchorage of FRP tendons - A literature review | 2012 | 15 | 23 | 65% |
Critical review of deflection formulas for FRP-RC members | 2006 | 19 | 6 | 83% |
Seismic flexural behavior of concrete connections reinforced with CFRP bars and grids | 2011 | 4 | 6 | 67% |
Tension development length and lap splice design for reinforced concrete members | 2005 | 5 | 14 | 93% |
TENSILE LAP SPLICES UNDER STATIC LOADING - A REVIEW OF THE PROPOSED ACI-318 CODE PROVISIONS | 1993 | 18 | 1 | 100% |
Bond strength of textured micropiles grouted to concrete footings | 2012 | 0 | 7 | 71% |
STATUS OF FIBER-REINFORCED PLASTIC REINFORCEMENT DEVELOPMENT AND CEMENT-BASED RESEARCH NEEDS | 1994 | 3 | 2 | 100% |
DEFLECTION OF REINFORCED-CONCRETE MEMBERS - A CRITICAL-REVIEW | 1993 | 38 | 2 | 50% |
Flexural fatigue performance of metal steel fibre reinforced mortar - Influence of fibre aspect ratio and type | 2014 | 0 | 4 | 50% |
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 | BRIDGES SPECIAL STRUCT | 10 | 37% | 1.8% | 21 |
2 | ANAL ADV MAT STRUCT DESIGN AMADE | 9 | 64% | 0.8% | 9 |
3 | ENGN ARCHITECTURE SCI | 3 | 26% | 0.8% | 9 |
4 | ISIS CANADA | 3 | 29% | 0.7% | 8 |
5 | CONTINUUM MECH STRUCT | 2 | 22% | 0.9% | 10 |
6 | 1704 | 2 | 67% | 0.2% | 2 |
7 | INNOVAT BLDG STRUCT | 2 | 67% | 0.2% | 2 |
8 | DM2SSEMTLM2S | 2 | 50% | 0.3% | 3 |
9 | ADV MAT ANAL STRUCT DESIGN AMADE | 1 | 100% | 0.2% | 2 |
10 | ADV MFG TECHNOL CAMTEC | 1 | 50% | 0.2% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000149708 | JOURNAL OF COMPOSITES FOR CONSTRUCTION//STRENGTHENING//SHEAR STRENGTHENING |
2 | 0.0000144480 | ACI STRUCTURAL JOURNAL//DEEP BEAMS//REINFORCED CONCRETE |
3 | 0.0000140531 | BEAM COLUMN JOINTS//BEAM COLUMN JOINT//JOINTS JUNCTIONS |
4 | 0.0000137231 | PCI JOURNAL//TRANSFER LENGTH//PRESTRESSED CONCRETE |
5 | 0.0000115428 | ROCK BOLT//GROUND ANCHORAGES//D BOLT |
6 | 0.0000098878 | PUNCHING SHEAR//FLAT CONCRETE PLATES//FLAT SLABS |
7 | 0.0000088437 | CONCRETE COLUMNS//CONFINEMENT//CONFINED CONCRETE |
8 | 0.0000077251 | SHORING//FALSEWORK//CIRCULAR PRESTRESSING |
9 | 0.0000075310 | ADHESIVE ANCHORS//CONCRETE CORES//POST INSTALLED |
10 | 0.0000074544 | FIBER REINFORCED CONCRETE//STEEL FIBERS//FIBRE REINFORCED CONCRETE |