Class information for: |
Basic class information |
| ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
|---|---|---|---|
| 27755 | 182 | 23.4 | 26% |
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 | MODULARIZED STRUCTURE | Author keyword | 6 | 100% | 2% | 4 |
| 2 | LUMPED DAMAGE MECHANICS | Author keyword | 5 | 63% | 3% | 5 |
| 3 | ADAPTIVELY SHIFTED INTEGRATION TECHNIQUE | Author keyword | 4 | 75% | 2% | 3 |
| 4 | SMALL DISASTERS | Author keyword | 3 | 100% | 2% | 3 |
| 5 | FULL SCALE SHAKE TABLE TEST | Author keyword | 2 | 67% | 1% | 2 |
| 6 | LOSS EXCEEDANCE CURVE | Author keyword | 2 | 50% | 2% | 3 |
| 7 | PARALLEL SOLUTION SCHEME | Author keyword | 2 | 50% | 2% | 3 |
| 8 | ESTUDIOS AMBIENTALES IDEA | Address | 2 | 43% | 2% | 3 |
| 9 | ANISOTROPIC ELASTOPLASTIC MODEL | Author keyword | 1 | 100% | 1% | 2 |
| 10 | ASI TECHNIQUE | Author keyword | 1 | 100% | 1% | 2 |
Web of Science journal categories |
Author Key Words |
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 | SHIFTED INTEGRATION TECHNIQUE | 4 | 67% | 2% | 4 |
| 2 | COLLAPSE ANALYSIS | 3 | 43% | 3% | 6 |
| 3 | TUBULAR STEEL FRAMES | 3 | 100% | 2% | 3 |
| 4 | BEAM STRUCTURES | 1 | 14% | 3% | 6 |
| 5 | SERIAL PARALLEL MIXING THEORY | 0 | 33% | 1% | 1 |
| 6 | SPECTRUM METHOD | 0 | 11% | 2% | 3 |
| 7 | DISASTER RISK | 0 | 11% | 1% | 2 |
| 8 | PLASTIC HINGES | 0 | 13% | 1% | 1 |
| 9 | R C | 0 | 13% | 1% | 1 |
Journals |
Reviews |
| Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
|---|---|---|---|---|
| Plastic-damage seismic model for reinforced concrete frames | 2008 | 16 | 13 | 54% |
| OVERVIEW OF EPRI RESEARCH IN STRUCTURAL INTEGRITY | 1984 | 2 | 12 | 83% |
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 | ESTUDIOS AMBIENTALES IDEA | 2 | 43% | 1.6% | 3 |
| 2 | ISTENCIA MAT | 1 | 50% | 1.1% | 2 |
| 3 | HYOGO EARTHQUAKE ENGN | 1 | 33% | 1.6% | 3 |
| 4 | TOYOSU FRONT | 1 | 50% | 0.5% | 1 |
| 5 | ISTENCIA MAT ESTRUCTU ENGN | 1 | 29% | 1.1% | 2 |
| 6 | ISTENCIA MAT ESTRUCTURAS INGN | 1 | 25% | 1.1% | 2 |
| 7 | CIENCIA ENGN NAUT | 0 | 33% | 0.5% | 1 |
| 8 | INT METODOS NUMER INGN | 0 | 33% | 0.5% | 1 |
| 9 | NAUT SCI ENGN | 0 | 33% | 0.5% | 1 |
| 10 | STRENGTH MAT STRUCT ENGN | 0 | 13% | 1.6% | 3 |
Related classes at same level (level 1) |
| Rank | Relatedness score | Related classes |
|---|---|---|
| 1 | 0.0000143747 | MATH MODELS MAT SCI//LEHR FOR GEBIET WERKSTOFFKUNDE//LEHR FOR UNGSGEBIET MATH MODELLE WERKSTOFFKUN |
| 2 | 0.0000125043 | INDENTATION STRESS INTENSITY FACTOR//TEARING TOUGHNESS//FLAT TIPPED CYLINDRICAL INDENTER |
| 3 | 0.0000111312 | ANISOTROPIC DAMAGE//MICROPLANE MODEL//UNILATERAL EFFECT |
| 4 | 0.0000105788 | EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//PUSHOVER ANALYSIS//JOURNAL OF EARTHQUAKE ENGINEERING |
| 5 | 0.0000105087 | PROGRESSIVE COLLAPSE//DISPROPORTIONATE COLLAPSE//COLUMN LOSS |
| 6 | 0.0000087063 | MASONRY//UNREINFORCED MASONRY//MASONRY WALLS |
| 7 | 0.0000082562 | INFILLED FRAMES//MASONRY INFILL//MASONRY INFILLS |
| 8 | 0.0000075030 | PLASTIC SHELLS//UNDERWATER STRUCTURES//LEAST WEIGHT DESIGN |
| 9 | 0.0000073507 | FINITE ROTATIONS//ASYMPTOTIC NUMERICAL METHOD//FINITE ROTATION |
| 10 | 0.0000070224 | BEAM COLUMN JOINTS//BEAM COLUMN JOINT//JOINTS JUNCTIONS |