Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
20153 | 474 | 19.2 | 31% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
201 | 3 | ENGINEERING, CIVIL//EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS//ENGINEERING, GEOLOGICAL | 52718 |
1722 | 2 | JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS//WIND AND STRUCTURES//WIND LOADS | 6623 |
20153 | 1 | CABLE STAYED BRIDGE//SUSPENSION BRIDGE//TIME DEPENDENT MATERIAL PROPERTIES | 474 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | CABLE STAYED BRIDGE | authKW | 1244711 | 19% | 21% | 92 |
2 | SUSPENSION BRIDGE | authKW | 577154 | 11% | 18% | 50 |
3 | TIME DEPENDENT MATERIAL PROPERTIES | authKW | 458093 | 2% | 89% | 8 |
4 | CONSTRUCTION STAGE ANALYSIS | authKW | 412282 | 2% | 80% | 8 |
5 | UNDER DECK CABLE STAYED BRIDGES | authKW | 386517 | 1% | 100% | 6 |
6 | ELASTIC CATENARY CABLE | authKW | 331299 | 1% | 86% | 6 |
7 | SHAPE FINDING | authKW | 294483 | 2% | 57% | 8 |
8 | BALANCED CANTILEVER METHOD | authKW | 268413 | 1% | 83% | 5 |
9 | INITIAL SHAPE | authKW | 268413 | 1% | 83% | 5 |
10 | LOSS OF A CABLE | authKW | 257678 | 1% | 100% | 4 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Engineering, Civil | 38569 | 78% | 0% | 368 |
2 | Construction & Building Technology | 14947 | 30% | 0% | 142 |
3 | Engineering, Mechanical | 855 | 14% | 0% | 68 |
4 | Computer Science, Interdisciplinary Applications | 715 | 11% | 0% | 52 |
5 | Engineering, Geological | 314 | 3% | 0% | 15 |
6 | Mechanics | 292 | 9% | 0% | 45 |
7 | Engineering, General | 223 | 6% | 0% | 27 |
8 | Materials Science, Characterization, Testing | 173 | 3% | 0% | 12 |
9 | Mathematics, Interdisciplinary Applications | 31 | 2% | 0% | 11 |
10 | Materials Science, Composites | 25 | 1% | 0% | 6 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | CIVIL ENGN BLDG | 200680 | 2% | 35% | 9 |
2 | BRIDGE ENGN | 164339 | 7% | 7% | 35 |
3 | CONSTRUCT SAFETY DISASTER PREVENT ENGN | 144943 | 1% | 75% | 3 |
4 | EDITORIAL PL MATH MECH | 128839 | 0% | 100% | 2 |
5 | INNOVAT LEADERS CREATING FUTURE VALUE CIVIL ENGN | 128839 | 0% | 100% | 2 |
6 | OFFSHORE HYDRODYNAM | 128839 | 0% | 100% | 2 |
7 | BRIDGES SPECIAL STRUCT | 116321 | 2% | 16% | 11 |
8 | BRIDGE ENG | 64420 | 0% | 100% | 1 |
9 | CIENCIA TECNOL HORMIGAN ICITECH | 64420 | 0% | 100% | 1 |
10 | CIVIL ENGN ARCHITECTURE CONSTRUCT | 64420 | 0% | 100% | 1 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | JOURNAL OF BRIDGE ENGINEERING | 88214 | 9% | 3% | 42 |
2 | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | 43029 | 4% | 4% | 19 |
3 | BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING | 39145 | 3% | 4% | 15 |
4 | STRUCTURAL ENGINEERING INTERNATIONAL | 36880 | 3% | 4% | 13 |
5 | STRUCTURAL ENGINEERING AND MECHANICS | 20334 | 6% | 1% | 30 |
6 | ENGINEERING STRUCTURES | 15385 | 8% | 1% | 40 |
7 | COMPUTERS & STRUCTURES | 9674 | 8% | 0% | 37 |
8 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 8097 | 5% | 1% | 22 |
9 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 7745 | 4% | 1% | 20 |
10 | INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS | 5283 | 2% | 1% | 8 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | CABLE STAYED BRIDGE | 1244711 | 19% | 21% | 92 | Search CABLE+STAYED+BRIDGE | Search CABLE+STAYED+BRIDGE |
2 | SUSPENSION BRIDGE | 577154 | 11% | 18% | 50 | Search SUSPENSION+BRIDGE | Search SUSPENSION+BRIDGE |
3 | TIME DEPENDENT MATERIAL PROPERTIES | 458093 | 2% | 89% | 8 | Search TIME+DEPENDENT+MATERIAL+PROPERTIES | Search TIME+DEPENDENT+MATERIAL+PROPERTIES |
4 | CONSTRUCTION STAGE ANALYSIS | 412282 | 2% | 80% | 8 | Search CONSTRUCTION+STAGE+ANALYSIS | Search CONSTRUCTION+STAGE+ANALYSIS |
5 | UNDER DECK CABLE STAYED BRIDGES | 386517 | 1% | 100% | 6 | Search UNDER+DECK+CABLE+STAYED+BRIDGES | Search UNDER+DECK+CABLE+STAYED+BRIDGES |
6 | ELASTIC CATENARY CABLE | 331299 | 1% | 86% | 6 | Search ELASTIC+CATENARY+CABLE | Search ELASTIC+CATENARY+CABLE |
7 | SHAPE FINDING | 294483 | 2% | 57% | 8 | Search SHAPE+FINDING | Search SHAPE+FINDING |
8 | BALANCED CANTILEVER METHOD | 268413 | 1% | 83% | 5 | Search BALANCED+CANTILEVER+METHOD | Search BALANCED+CANTILEVER+METHOD |
9 | INITIAL SHAPE | 268413 | 1% | 83% | 5 | Search INITIAL+SHAPE | Search INITIAL+SHAPE |
10 | LOSS OF A CABLE | 257678 | 1% | 100% | 4 | Search LOSS+OF+A+CABLE | Search LOSS+OF+A+CABLE |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | MARTINS, AMB , SIMOES, LMC , NEGRAO, JHJO , (2016) OPTIMUM DESIGN OF CONCRETE CABLE-STAYED BRIDGES.ENGINEERING OPTIMIZATION. VOL. 48. ISSUE 5. P. 772 -791 | 24 | 96% | 0 |
2 | MARTINS, AMB , SIMOES, LMC , NEGRAO, JHJO , (2015) OPTIMIZATION OF CABLE FORCES ON CONCRETE CABLE-STAYED BRIDGES INCLUDING GEOMETRICAL NONLINEARITIES.COMPUTERS & STRUCTURES. VOL. 155. ISSUE . P. 18 -27 | 18 | 100% | 1 |
3 | SUN, Y , ZHU, HP , XU, D , (2016) A SPECIFIC ROD MODEL BASED EFFICIENT ANALYSIS AND DESIGN OF HANGER INSTALLATION FOR SELF-ANCHORED SUSPENSION BRIDGES WITH 3D CURVED CABLES.ENGINEERING STRUCTURES. VOL. 110. ISSUE . P. 184 -208 | 21 | 78% | 0 |
4 | JORQUERA-LUCERGA, JJ , LOZANO-GALANT, JA , TURMO, J , (2016) STRUCTURAL BEHAVIOR OF NON-SYMMETRICAL STEEL CABLE-STAYED BRIDGES.STEEL AND COMPOSITE STRUCTURES. VOL. 20. ISSUE 2. P. 447 -468 | 17 | 89% | 0 |
5 | MARTINS, AMB , SIMOES, LMC , NEGRAO, JHJO , (2015) CABLE STRETCHING FORCE OPTIMIZATION OF CONCRETE CABLE-STAYED BRIDGES INCLUDING CONSTRUCTION STAGES AND TIME-DEPENDENT EFFECTS.STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION. VOL. 51. ISSUE 3. P. 757 -772 | 14 | 100% | 0 |
6 | LOZANO-GALANT, JA , TURMO, J , (2014) AN ALGORITHM FOR SIMULATION OF CONCRETE CABLE-STAYED BRIDGES BUILT ON TEMPORARY SUPPORTS AND CONSIDERING TIME DEPENDENT EFFECTS.ENGINEERING STRUCTURES. VOL. 79. ISSUE . P. 341 -353 | 16 | 84% | 6 |
7 | JUOZAPAITIS, A , MERKEVCIUS, T , DANIUNAS, A , KLIUKAS, R , SANDOVIC, G , LUKOSEVICIENE, O , (2015) ANALYSIS OF INNOVATIVE TWO-SPAN SUSPENSION BRIDGES.BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING. VOL. 10. ISSUE 3. P. 269 -275 | 15 | 88% | 0 |
8 | HASSAN, MM , (2013) OPTIMIZATION OF STAY CABLES IN CABLE-STAYED BRIDGES USING FINITE ELEMENT, GENETIC ALGORITHM, AND B-SPLINE COMBINED TECHNIQUE.ENGINEERING STRUCTURES. VOL. 49. ISSUE . P. 643 -654 | 15 | 79% | 13 |
9 | SUNG, YC , WANG, CY , TEO, EH , (2016) APPLICATION OF PARTICLE SWARM OPTIMISATION TO CONSTRUCTION PLANNING FOR CABLE-STAYED BRIDGES BY THE CANTILEVER ERECTION METHOD.STRUCTURE AND INFRASTRUCTURE ENGINEERING. VOL. 12. ISSUE 2. P. 208 -222 | 11 | 100% | 1 |
10 | YOO, H , NA, HS , CHOI, DH , (2012) APPROXIMATE METHOD FOR ESTIMATION OF COLLAPSE LOADS OF STEEL CABLE-STAYED BRIDGES.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 72. ISSUE . P. 143-154 | 14 | 88% | 4 |
Classes with closest relation at Level 1 |