Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
7853 | 1243 | 23.9 | 27% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
2586 | 3174 | STRUCTURE AND INFRASTRUCTURE ENGINEERING//ENGN ADV TECHNOL LARGE STRUCT SYST ATLSS//MARINE STRUCTURES |
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 | ENGN ADV TECHNOL LARGE STRUCT SYST ATLSS | Address | 45 | 94% | 1% | 16 |
2 | STRUCTURE AND INFRASTRUCTURE ENGINEERING | Journal | 37 | 23% | 12% | 146 |
3 | ATLSS ENGN | Address | 34 | 56% | 3% | 42 |
4 | ENGN ADV TECHNOL LARGE STRUCT SYST | Address | 30 | 100% | 1% | 12 |
5 | ADV TECHNOL LARGE STRUCT SYST ATLSS | Address | 15 | 82% | 1% | 9 |
6 | JOURNAL OF BRIDGE ENGINEERING | Journal | 14 | 11% | 9% | 115 |
7 | DETERIORATING STRUCTURES | Author keyword | 12 | 75% | 1% | 9 |
8 | ATLSS | Address | 11 | 29% | 3% | 33 |
9 | BRIDGE MAINTENANCE | Author keyword | 10 | 32% | 2% | 25 |
10 | BRIDGE LOADS | Author keyword | 8 | 50% | 1% | 11 |
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 | DETERIORATING STRUCTURES | 12 | 75% | 1% | 9 | Search DETERIORATING+STRUCTURES | Search DETERIORATING+STRUCTURES |
2 | BRIDGE MAINTENANCE | 10 | 32% | 2% | 25 | Search BRIDGE+MAINTENANCE | Search BRIDGE+MAINTENANCE |
3 | BRIDGE LOADS | 8 | 50% | 1% | 11 | Search BRIDGE+LOADS | Search BRIDGE+LOADS |
4 | STEEL BRIDGES | 8 | 25% | 2% | 27 | Search STEEL+BRIDGES | Search STEEL+BRIDGES |
5 | DISTORTION INDUCED FATIGUE | 6 | 71% | 0% | 5 | Search DISTORTION+INDUCED+FATIGUE | Search DISTORTION+INDUCED+FATIGUE |
6 | DISTORTION INDUCED FATIGUE CRACKING | 6 | 100% | 0% | 4 | Search DISTORTION+INDUCED+FATIGUE+CRACKING | Search DISTORTION+INDUCED+FATIGUE+CRACKING |
7 | LIFETIME FUNCTIONS | 6 | 100% | 0% | 4 | Search LIFETIME+FUNCTIONS | Search LIFETIME+FUNCTIONS |
8 | HIGHWAY BRIDGES | 6 | 23% | 2% | 21 | Search HIGHWAY+BRIDGES | Search HIGHWAY+BRIDGES |
9 | BRIDGE MANAGEMENT | 5 | 26% | 1% | 16 | Search BRIDGE+MANAGEMENT | Search BRIDGE+MANAGEMENT |
10 | EXISTING BRIDGES | 5 | 41% | 1% | 9 | Search EXISTING+BRIDGES | Search EXISTING+BRIDGES |
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 | HEALTH MONITORING DATA | 44 | 81% | 2% | 26 |
2 | MAINTAINING RELIABILITY | 22 | 62% | 2% | 23 |
3 | DETERIORATING STRUCTURES | 22 | 55% | 2% | 27 |
4 | ORIENTED MULTIOBJECTIVE OPTIMIZATION | 18 | 65% | 1% | 17 |
5 | INSPECTION REPAIR | 14 | 55% | 1% | 17 |
6 | HULL STRUCTURES | 12 | 86% | 0% | 6 |
7 | CYCLE COST | 9 | 55% | 1% | 12 |
8 | LIFE CYCLE COST | 9 | 30% | 2% | 25 |
9 | HIGHWAY BRIDGES | 9 | 20% | 3% | 41 |
10 | EXTREME DATA | 8 | 70% | 1% | 7 |
Journals |
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 | STRUCTURE AND INFRASTRUCTURE ENGINEERING | 37 | 23% | 12% | 146 |
2 | JOURNAL OF BRIDGE ENGINEERING | 14 | 11% | 9% | 115 |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
A review of multi-criteria decision-making methods for infrastructure management | 2014 | 6 | 226 | 18% |
Maintenance, management, life-cycle design and performance of structures and infrastructures: a brief review | 2012 | 13 | 368 | 29% |
A State-of-the-Art Review on Fatigue Life Assessment of Steel Bridges | 2014 | 1 | 104 | 48% |
A review of probabilistic methods of assessment of load effects in bridges | 2015 | 0 | 39 | 49% |
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 | ENGN ADV TECHNOL LARGE STRUCT SYST ATLSS | 45 | 94% | 1.3% | 16 |
2 | ATLSS ENGN | 34 | 56% | 3.4% | 42 |
3 | ENGN ADV TECHNOL LARGE STRUCT SYST | 30 | 100% | 1.0% | 12 |
4 | ADV TECHNOL LARGE STRUCT SYST ATLSS | 15 | 82% | 0.7% | 9 |
5 | ATLSS | 11 | 29% | 2.7% | 33 |
6 | FAZLUR R KHAN ENDOWED CHAIR STRUCT ENGN ARCHITE | 6 | 100% | 0.3% | 4 |
7 | ADV TECHNOL LARGE STRUCT SYST | 5 | 50% | 0.6% | 7 |
8 | IMBT S | 5 | 55% | 0.5% | 6 |
9 | ADV TECHNOL LARGE STRUCT SYST ENGN | 4 | 75% | 0.2% | 3 |
10 | SECT DURABIL OUVRAGES ART | 3 | 100% | 0.2% | 3 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000139428 | PAVEMENT MANAGEMENT//JOURNAL OF INFRASTRUCTURE SYSTEMS//PAVEMENT MAINTENANCE AND REHABILITATION |
2 | 0.0000125239 | ULTIMATE STRENGTH//MARINE TECHNOL ENGN CENTEC//CORROSION WASTAGE |
3 | 0.0000104310 | CRUCIFORM JOINT//EFFECTIVE NOTCH STRESS//FATIGUE IMPROVEMENT |
4 | 0.0000103255 | LECTOTYPE OPTIMIZATION//LOAD AND RESISTANCE FACTOR//STEEL JACKET OFFSHORE PLATFORM |
5 | 0.0000092570 | J VALUE//RISK MANAGEMENT RELIABIL MAINTENANCE RM2//LIFE QUALITY INDEX |
6 | 0.0000090768 | LIVE LOADS//INTEGRAL ABUTMENT//INTEGRAL ABUTMENT BRIDGE |
7 | 0.0000085318 | FATIGUE SENSOR//RANDOM FATIGUE CRACK GROWTH//SPATIAL RANDOM PROCESS |
8 | 0.0000083034 | STRUCTURAL SAFETY//STRUCTURAL RELIABILITY//RELIABILITY BASED DESIGN OPTIMIZATION |
9 | 0.0000082846 | REINFORCEMENT CORROSION//STEEL REINFORCED CONCRETE//REINFORCING STEEL |
10 | 0.0000077611 | MOVING MASS//MOVING LOAD//VEHICLE BRIDGE INTERACTION |