Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
33157 | 96 | 15.2 | 16% |
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 | FERROCEMENT | Author keyword | 5 | 24% | 21% | 20 |
2 | MOMENT JOINTS | Author keyword | 1 | 100% | 2% | 2 |
3 | STAINLESS STEEL MESHES | Author keyword | 1 | 100% | 2% | 2 |
4 | ULTIMATE MOMENT CAPACITIES | Author keyword | 1 | 100% | 2% | 2 |
5 | FIBERGLASS MESHES | Author keyword | 1 | 50% | 1% | 1 |
6 | OPEN BLDG | Address | 1 | 50% | 1% | 1 |
7 | POLYETHYLENE MESH | Author keyword | 1 | 50% | 1% | 1 |
8 | BEARING PAD | Author keyword | 0 | 33% | 1% | 1 |
9 | LEVEL OF DAMAGE | Author keyword | 0 | 33% | 1% | 1 |
10 | PIN LOADED PLATES | Author keyword | 0 | 33% | 1% | 1 |
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 | FERROCEMENT | 5 | 24% | 21% | 20 | Search FERROCEMENT | Search FERROCEMENT |
2 | MOMENT JOINTS | 1 | 100% | 2% | 2 | Search MOMENT+JOINTS | Search MOMENT+JOINTS |
3 | STAINLESS STEEL MESHES | 1 | 100% | 2% | 2 | Search STAINLESS+STEEL+MESHES | Search STAINLESS+STEEL+MESHES |
4 | ULTIMATE MOMENT CAPACITIES | 1 | 100% | 2% | 2 | Search ULTIMATE+MOMENT+CAPACITIES | Search ULTIMATE+MOMENT+CAPACITIES |
5 | FIBERGLASS MESHES | 1 | 50% | 1% | 1 | Search FIBERGLASS+MESHES | Search FIBERGLASS+MESHES |
6 | POLYETHYLENE MESH | 1 | 50% | 1% | 1 | Search POLYETHYLENE+MESH | Search POLYETHYLENE+MESH |
7 | BEARING PAD | 0 | 33% | 1% | 1 | Search BEARING+PAD | Search BEARING+PAD |
8 | LEVEL OF DAMAGE | 0 | 33% | 1% | 1 | Search LEVEL+OF+DAMAGE | Search LEVEL+OF+DAMAGE |
9 | PIN LOADED PLATES | 0 | 33% | 1% | 1 | Search PIN+LOADED+PLATES | Search PIN+LOADED+PLATES |
10 | ROOF PANELS | 0 | 33% | 1% | 1 | Search ROOF+PANELS | Search ROOF+PANELS |
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 | FERROCEMENT | 6 | 71% | 5% | 5 |
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 | OPEN BLDG | 1 | 50% | 1.0% | 1 |
2 | HOUSING PLANNING | 0 | 11% | 1.0% | 1 |
3 | ENGN RABIGH | 0 | 10% | 1.0% | 1 |
4 | ARCHEITECTURE DISCIPLINE | 0 | 100% | 1.0% | 1 |
5 | COPASA MG | 0 | 100% | 1.0% | 1 |
6 | ENGN ASWAN | 0 | 100% | 1.0% | 1 |
7 | LEHRSTUHL STAH LEICHTMETALLBAU | 0 | 100% | 1.0% | 1 |
8 | RAYALASEEMA THERMAL POWER PROJECT | 0 | 100% | 1.0% | 1 |
9 | STRUCT ENGINEER | 0 | 100% | 1.0% | 1 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000212191 | INSULATED PANELS//SANDWICH WALL PANELS//CIVIL CONSTRUCT ENGN ARCHITECTURE |
2 | 0.0000151364 | TEXTILE REINFORCED CONCRETE//MASSIVBAU//FABRIC REINFORCED CEMENTITIOUS MATRIX |
3 | 0.0000136613 | PUNCHING SHEAR//FLAT CONCRETE PLATES//FLAT SLABS |
4 | 0.0000104110 | FIBER REINFORCED CONCRETE//STEEL FIBERS//FIBRE REINFORCED CONCRETE |
5 | 0.0000090422 | STAHLBAU//COMPOSITE DOWELS//LEHRSTUHL STAHLBAU LEICHTMETALLBAU |
6 | 0.0000084278 | ACI STRUCTURAL JOURNAL//DEEP BEAMS//REINFORCED CONCRETE |
7 | 0.0000067536 | CONCRETE COLUMNS//CONFINEMENT//CONFINED CONCRETE |
8 | 0.0000066307 | JOURNAL OF COMPOSITES FOR CONSTRUCTION//STRENGTHENING//SHEAR STRENGTHENING |
9 | 0.0000065329 | CURING MEDIUM//TECH ENGN SCI//CONCRETE COMPOSITE |
10 | 0.0000065059 | DEFORMED REINFORCEMENT//BOND CONCRETE TO REINFORCEMENT//SPLICE LENGTH |