Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 12425 | 843 | 21.8 | 36% |
Classes in level above (level 2) |
| ID, lev. above |
Publications | Label for level above |
|---|---|---|
| 1894 | 5396 | MOVING LOAD//SCALED BOUNDARY FINITE ELEMENT METHOD//DAM RESERVOIR FOUNDATION INTERACTION |
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 | DAM RESERVOIR FOUNDATION INTERACTION | Author keyword | 47 | 88% | 3% | 22 |
| 2 | CONCRETE GRAVITY DAMS | Author keyword | 40 | 77% | 3% | 27 |
| 3 | DAM RESERVOIR INTERACTION | Author keyword | 39 | 80% | 3% | 24 |
| 4 | ARCH DAM | Author keyword | 34 | 44% | 7% | 59 |
| 5 | CONCRETE DAMS | Author keyword | 29 | 61% | 4% | 31 |
| 6 | ARCH DAMS | Author keyword | 27 | 76% | 2% | 19 |
| 7 | GRAVITY DAMS | Author keyword | 27 | 76% | 2% | 19 |
| 8 | CONCRETE GRAVITY DAM | Author keyword | 23 | 54% | 4% | 30 |
| 9 | RESERVOIR BOTTOM ABSORPTION | Author keyword | 14 | 100% | 1% | 7 |
| 10 | HYDRODYNAMIC PRESSURES | Author keyword | 8 | 75% | 1% | 6 |
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 | DAM RESERVOIR FOUNDATION INTERACTION | 47 | 88% | 3% | 22 | Search DAM+RESERVOIR+FOUNDATION+INTERACTION | Search DAM+RESERVOIR+FOUNDATION+INTERACTION |
| 2 | CONCRETE GRAVITY DAMS | 40 | 77% | 3% | 27 | Search CONCRETE+GRAVITY+DAMS | Search CONCRETE+GRAVITY+DAMS |
| 3 | DAM RESERVOIR INTERACTION | 39 | 80% | 3% | 24 | Search DAM+RESERVOIR+INTERACTION | Search DAM+RESERVOIR+INTERACTION |
| 4 | ARCH DAM | 34 | 44% | 7% | 59 | Search ARCH+DAM | Search ARCH+DAM |
| 5 | CONCRETE DAMS | 29 | 61% | 4% | 31 | Search CONCRETE+DAMS | Search CONCRETE+DAMS |
| 6 | ARCH DAMS | 27 | 76% | 2% | 19 | Search ARCH+DAMS | Search ARCH+DAMS |
| 7 | GRAVITY DAMS | 27 | 76% | 2% | 19 | Search GRAVITY+DAMS | Search GRAVITY+DAMS |
| 8 | CONCRETE GRAVITY DAM | 23 | 54% | 4% | 30 | Search CONCRETE+GRAVITY+DAM | Search CONCRETE+GRAVITY+DAM |
| 9 | RESERVOIR BOTTOM ABSORPTION | 14 | 100% | 1% | 7 | Search RESERVOIR+BOTTOM+ABSORPTION | Search RESERVOIR+BOTTOM+ABSORPTION |
| 10 | HYDRODYNAMIC PRESSURES | 8 | 75% | 1% | 6 | Search HYDRODYNAMIC+PRESSURES | Search HYDRODYNAMIC+PRESSURES |
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 | CONCRETE GRAVITY DAMS | 95 | 78% | 7% | 62 |
| 2 | GRAVITY DAMS | 77 | 77% | 6% | 53 |
| 3 | FOUNDATION ROCK INTERACTION | 58 | 92% | 3% | 23 |
| 4 | ARCH DAMS | 35 | 64% | 4% | 35 |
| 5 | CONCRETE GRAVITY | 32 | 88% | 2% | 15 |
| 6 | RESERVOIR INTERACTION | 26 | 100% | 1% | 11 |
| 7 | EARTHQUAKE ANALYSIS | 24 | 41% | 5% | 45 |
| 8 | ARCH DAM | 21 | 75% | 2% | 15 |
| 9 | LINEAR EARTHQUAKE RESPONSE | 20 | 100% | 1% | 9 |
| 10 | CONTRACTION JOINT | 17 | 100% | 1% | 8 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Shake table sliding response of a gravity dam model including water uplift pressure | 2009 | 4 | 8 | 75% |
| Assessment and prediction for service life of water resources and hydropower engineering | 2015 | 0 | 24 | 33% |
| CONCRETE CONSTITUTIVE MODELS FOR NONLINEAR SEISMIC ANALYSIS OF GRAVITY DAMS - STATE-OF-THE-ART | 1992 | 4 | 43 | 51% |
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 | CONCRETE DAMS | 5 | 63% | 0.6% | 5 |
| 2 | BARRAGENS BETAO | 2 | 67% | 0.2% | 2 |
| 3 | WATER CONSERVAT HYDROPOWER ENGN | 2 | 67% | 0.2% | 2 |
| 4 | ENGN WATER OURCES EFFICIENT UTILI | 2 | 13% | 1.7% | 14 |
| 5 | CIVIL ENGN HYDRAUL ENERGY ENGN | 1 | 38% | 0.4% | 3 |
| 6 | STATE HYDROSCI HYDRAUL ENGN | 1 | 17% | 0.5% | 4 |
| 7 | WATER CONSERVANCY HYDROPOWER | 1 | 10% | 0.8% | 7 |
| 8 | CONSTRUCT DESIGN | 1 | 50% | 0.1% | 1 |
| 9 | GRP PROD | 1 | 50% | 0.1% | 1 |
| 10 | KUNMING INVEST DESIGN | 1 | 50% | 0.1% | 1 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000119653 | CONCRETE FACED ROCKFILL DAM//SEISMIC SLOPE STABILITY//PERMANENT DISPLACEMENT |
| 2 | 0.0000110227 | SCALED BOUNDARY FINITE ELEMENT METHOD//HYDRAUL ENERGY//SOIL STRUCTURE INTERACTION |
| 3 | 0.0000083250 | SLOSHING//LIQUID SLOSHING//TUNED LIQUID DAMPER TLD |
| 4 | 0.0000080992 | ANISOTROPIC DAMAGE//MICROPLANE MODEL//UNILATERAL EFFECT |
| 5 | 0.0000074291 | CONVOLUTION QUADRATURE//TIME DOMAIN BEM//COMPLETELY MONOTONIC KERNEL |
| 6 | 0.0000067136 | EARTHQUAKE ISTANCE DISASTER REDUCT//MAXIMUM FLUX PRINCIPLE//RISK EVOLUTION |
| 7 | 0.0000058828 | WAVE PROPAGATION IN BUILDINGS//WAVE PROPAGATION IN STRUCTURES//WAVE TRAVEL TIME |
| 8 | 0.0000056228 | DOUBLE K FRACTURE PARAMETERS//LOCAL FRACTURE ENERGY//FRACTURE PROCESS ZONE |
| 9 | 0.0000055430 | POUNDING//STRUCTURAL POUNDING//SPECTRAL REPRESENTATION METHOD |
| 10 | 0.0000054361 | LECTOTYPE OPTIMIZATION//LOAD AND RESISTANCE FACTOR//STEEL JACKET OFFSHORE PLATFORM |