| Class information for:  | 
| Basic class information | 
| ID | Publications | Average number of references | Avg. shr. active ref. in WoS | 
|---|---|---|---|
| 24209 | 267 | 17.9 | 24% | 
| 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 | ADHESIVE ANCHORS | Author keyword | 11 | 78% | 3% | 7 | 
| 2 | CONCRETE CORES | Author keyword | 10 | 63% | 4% | 10 | 
| 3 | POST INSTALLED | Author keyword | 4 | 75% | 1% | 3 | 
| 4 | ANCHORS FASTENERS | Author keyword | 2 | 38% | 2% | 5 | 
| 5 | CHEMICAL ANCHORS | Author keyword | 2 | 67% | 1% | 2 | 
| 6 | FAILURE CONE | Author keyword | 2 | 67% | 1% | 2 | 
| 7 | EMBEDMENTS | Author keyword | 2 | 50% | 1% | 3 | 
| 8 | ANCHOR BOLT | Author keyword | 2 | 24% | 3% | 7 | 
| 9 | BONDED ANCHOR | Author keyword | 1 | 50% | 1% | 2 | 
| 10 | CONCRETE CONE | Author keyword | 1 | 100% | 1% | 2 | 
| 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 | ADHESIVE ANCHORS | 11 | 78% | 3% | 7 | Search ADHESIVE+ANCHORS | Search ADHESIVE+ANCHORS | 
| 2 | CONCRETE CORES | 10 | 63% | 4% | 10 | Search CONCRETE+CORES | Search CONCRETE+CORES | 
| 3 | POST INSTALLED | 4 | 75% | 1% | 3 | Search POST+INSTALLED | Search POST+INSTALLED | 
| 4 | ANCHORS FASTENERS | 2 | 38% | 2% | 5 | Search ANCHORS+FASTENERS | Search ANCHORS+FASTENERS | 
| 5 | CHEMICAL ANCHORS | 2 | 67% | 1% | 2 | Search CHEMICAL+ANCHORS | Search CHEMICAL+ANCHORS | 
| 6 | FAILURE CONE | 2 | 67% | 1% | 2 | Search FAILURE+CONE | Search FAILURE+CONE | 
| 7 | EMBEDMENTS | 2 | 50% | 1% | 3 | Search EMBEDMENTS | Search EMBEDMENTS | 
| 8 | ANCHOR BOLT | 2 | 24% | 3% | 7 | Search ANCHOR+BOLT | Search ANCHOR+BOLT | 
| 9 | BONDED ANCHOR | 1 | 50% | 1% | 2 | Search BONDED+ANCHOR | Search BONDED+ANCHOR | 
| 10 | CONCRETE CONE | 1 | 100% | 1% | 2 | Search CONCRETE+CONE | Search CONCRETE+CONE | 
| 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 | CHEMICALLY BONDED ANCHORS | 15 | 82% | 3% | 9 | 
| 2 | ADHESIVE ANCHORS | 11 | 57% | 5% | 13 | 
| 3 | CORE STRENGTHS | 6 | 80% | 1% | 4 | 
| 4 | SMALL DIAMETER CORES | 4 | 67% | 1% | 4 | 
| 5 | CAST IN PLACE | 4 | 75% | 1% | 3 | 
| 6 | STEEL RODS | 4 | 46% | 2% | 6 | 
| 7 | BONDED ANCHORS | 3 | 57% | 1% | 4 | 
| 8 | UNCRACKED CONCRETE | 2 | 44% | 1% | 4 | 
| 9 | TENSILE LOAD | 2 | 25% | 3% | 7 | 
| 10 | CONCRETE ANCHORAGE | 1 | 100% | 1% | 2 | 
| Journals | 
| Reviews | 
| 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 | FASTENING PLICAT | 1 | 100% | 0.7% | 2 | 
| 2 | FASTENING TECHNOL | 1 | 100% | 0.7% | 2 | 
| 3 | EVINSKI FAK ZAGREB | 1 | 50% | 0.4% | 1 | 
| 4 | TURNER FAIRBANK HWY | 1 | 50% | 0.4% | 1 | 
| 5 | WERKSTOFFE BAUWESEN | 0 | 13% | 1.1% | 3 | 
| 6 | DIPARTIMENTO INGN STRUTTURALE GEOTECNIA | 0 | 33% | 0.4% | 1 | 
| 7 | DPTO CONSTRUCC ARQUITECTON 2 | 0 | 33% | 0.4% | 1 | 
| 8 | FAK BAU UMWELT INGN WISSEN | 0 | 33% | 0.4% | 1 | 
| 9 | HGEBIET MASSIV STAHLBAU | 0 | 33% | 0.4% | 1 | 
| 10 | KONSTRUKT INGENIEURBAU | 0 | 33% | 0.4% | 1 | 
| Related classes at same level (level 1) | 
| Rank | Relatedness score | Related classes | 
|---|---|---|
| 1 | 0.0000167847 | ROCK BOLT//GROUND ANCHORAGES//D BOLT | 
| 2 | 0.0000136195 | WEIGHTED GENETIC PROGRAMMING//MINIMUM FLEXURAL REINFORCEMENT//WATER CEMENTITIOUS MATERIAL RATIO | 
| 3 | 0.0000082609 | BEAM COLUMN JOINTS//BEAM COLUMN JOINT//JOINTS JUNCTIONS | 
| 4 | 0.0000081380 | IMPACT ECHO//IMPACT ECHO METHOD//SIBIE | 
| 5 | 0.0000078787 | DOUBLE K FRACTURE PARAMETERS//LOCAL FRACTURE ENERGY//FRACTURE PROCESS ZONE | 
| 6 | 0.0000075310 | DEFORMED REINFORCEMENT//BOND CONCRETE TO REINFORCEMENT//SPLICE LENGTH | 
| 7 | 0.0000066260 | FRACTURE TOUGHNESS ASSESSMENT//SHORT TIME CREEP//FRACTURE TOUGHNESS CALCULATION | 
| 8 | 0.0000065186 | PARTIAL INTERACTION//COMPOSITE BEAMS//SHEAR CONNECTION | 
| 9 | 0.0000065055 | POLYMER CONCRETE//POLYMER MODIFIED MORTAR//BLDG MAT TIMBER MONUMENTAL HERITAGE STRUCT | 
| 10 | 0.0000055711 | EPISTYLES//TESTING MAT//DIONYSOS MARBLE |