Class information for: |
Basic class information |
| Class id | #P | Avg. number of references |
Database coverage of references |
|---|---|---|---|
| 30597 | 166 | 17.7 | 23% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
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 | FREE SPANNING SUBMARINE PIPELINES | authKW | 367898 | 1% | 100% | 2 |
| 2 | GENERALIZED NAGHDI MODEL | authKW | 367898 | 1% | 100% | 2 |
| 3 | MATH MODELLING TECHNOL PROC | address | 367898 | 1% | 100% | 2 |
| 4 | NON LINEAR SUBSOIL OF WINKLERS TYPE | authKW | 367898 | 1% | 100% | 2 |
| 5 | SEMI COERCIVE BEAM PROBLEM | authKW | 367898 | 1% | 100% | 2 |
| 6 | 189 | address | 183949 | 1% | 100% | 1 |
| 7 | AEROSPACE ENGN ENGN MECH | address | 183949 | 1% | 100% | 1 |
| 8 | BENDING WITH SHEARING | authKW | 183949 | 1% | 100% | 1 |
| 9 | COLLAPSE FACTOR | authKW | 183949 | 1% | 100% | 1 |
| 10 | CONSTRAINED VOLUME AREA | authKW | 183949 | 1% | 100% | 1 |
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 | Mathematics, Applied | 2150 | 45% | 0% | 75 |
| 2 | Mechanics | 692 | 23% | 0% | 38 |
| 3 | Engineering, Civil | 509 | 16% | 0% | 26 |
| 4 | Automation & Control Systems | 383 | 10% | 0% | 17 |
| 5 | Computer Science, Interdisciplinary Applications | 306 | 12% | 0% | 20 |
| 6 | Engineering, General | 183 | 8% | 0% | 14 |
| 7 | Computer Science, Information Systems | 179 | 9% | 0% | 15 |
| 8 | Engineering, Ocean | 132 | 2% | 0% | 4 |
| 9 | Operations Research & Management Science | 80 | 5% | 0% | 9 |
| 10 | Mathematics, Interdisciplinary Applications | 80 | 5% | 0% | 9 |
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 | MATH MODELLING TECHNOL PROC | 367898 | 1% | 100% | 2 |
| 2 | 189 | 183949 | 1% | 100% | 1 |
| 3 | AEROSPACE ENGN ENGN MECH | 183949 | 1% | 100% | 1 |
| 4 | POLITECH KRAKOWSKA | 36788 | 1% | 20% | 1 |
| 5 | GEOTECHNOL MIN | 11495 | 1% | 6% | 1 |
| 6 | MECH MACHINE DESIGN | 10406 | 2% | 2% | 3 |
| 7 | TRANSPORT INFRASTRUCT | 7356 | 1% | 4% | 1 |
| 8 | STEEL STRUCT | 3049 | 1% | 1% | 2 |
| 9 | GEON | 2904 | 1% | 1% | 2 |
| 10 | STATE COASTAL OFFSHORE ENGN | 2673 | 2% | 0% | 4 |
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 | LECTURE NOTES IN CONTROL AND INFORMATION SCIENCES | 15665 | 9% | 1% | 15 |
| 2 | ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK | 10961 | 10% | 0% | 17 |
| 3 | JOURNAL OF STRUCTURAL MECHANICS | 10277 | 2% | 2% | 3 |
| 4 | RAIRO-ANALYSE NUMERIQUE-NUMERICAL ANALYSIS | 10075 | 1% | 3% | 2 |
| 5 | APPLICATIONS OF MATHEMATICS | 9395 | 2% | 1% | 4 |
| 6 | ACTA GEOTECHNICA SLOVENICA | 7140 | 1% | 2% | 2 |
| 7 | SIAM JOURNAL ON CONTROL AND OPTIMIZATION | 6103 | 7% | 0% | 11 |
| 8 | APPLIED MATHEMATICS AND OPTIMIZATION | 5922 | 4% | 1% | 6 |
| 9 | RAIRO-MATHEMATICAL MODELLING AND NUMERICAL ANALYSIS-MODELISATION MATHEMATIQUE ET ANALYSE NUMERIQUE | 3828 | 1% | 1% | 2 |
| 10 | NUMERICAL FUNCTIONAL ANALYSIS AND OPTIMIZATION | 3533 | 4% | 0% | 6 |
Author Key Words |
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 | SOKOLOWSKI, J , (1993) NONSMOOTH OPTIMAL-DESIGN PROBLEMS FOR THE KIRCHHOFF PLATE WITH UNILATERAL CONDITIONS.KYBERNETIKA. VOL. 29. ISSUE 3. P. 284-290 | 9 | 90% | 0 |
| 2 | RAO, M , SOKOLOWSKI, J , (1993) SENSITIVITY ANALYSIS OF UNILATERAL PROBLEMS IN H-0(2)(OMEGA) AND APPLICATIONS.NUMERICAL FUNCTIONAL ANALYSIS AND OPTIMIZATION. VOL. 14. ISSUE 1-2. P. 125-143 | 9 | 82% | 3 |
| 3 | HLAVACEK, I , (1997) SOME THEORETICAL ASPECTS OF THE OPTIMIZATION IN ELASTICITY AND PLASTICITY: A LIMITED SURVEY.ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK. VOL. 77. ISSUE . P. S421 -S424 | 6 | 100% | 0 |
| 4 | KALLIONTZIS, C , (1998) NUMERICAL SIMULATION OF SUBMARINE PIPELINES IN DYNAMIC CONTACT WITH A MOVING SEABED.EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS. VOL. 27. ISSUE 5. P. 465-486 | 5 | 100% | 8 |
| 5 | ANTONIOU, N , NIKOLAIDIS, T , BANIOTOPOULOS, CC , (2014) DESIGNING LONG-SPAN STEEL GIRDERS BY APPLYING DISPLACEMENT CONTROL CONCEPTS.ENGINEERING STRUCTURES. VOL. 59. ISSUE . P. 21-27 | 3 | 100% | 0 |
| 6 | EGNER, W , (2010) BOUNDARY PERTURBATION METHOD APPLIED TO OPTIMAL PLASTIC DESIGN OF BEAMS UNDER CONCENTRATED MOMENT AND DISTRIBUTED LOADINGS.STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION. VOL. 42. ISSUE 1. P. 103-110 | 5 | 63% | 0 |
| 7 | EGNER, W , ZYCZKOWSKI, M , (2001) OPTIMAL PLASTIC DESIGN OF A BAR UNDER COMBINED TORSION, BENDING AND SHEAR.STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION. VOL. 22. ISSUE 5. P. 394-406 | 4 | 100% | 3 |
| 8 | KALLIONTZIS, C , (1998) NON-LINEAR FINITE ELEMENT SIMULATIONS OF HIGHLY CURVED SUBMARINE PIPELINES.COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING. VOL. 14. ISSUE 11. P. 1067 -1088 | 6 | 67% | 4 |
| 9 | MICHALOPOULOS, A , NIKOLAIDIS, T , STAVROULAKIS, GE , BANIOTOPOUJOS, CC , (2005) PASSIVE CONTROL OF BRIDGES: THE DOUBLE CABLE NET METHOD.ENGINEERING STRUCTURES. VOL. 27. ISSUE 13. P. 1835-1842 | 3 | 100% | 2 |
| 10 | SOKOLOWSKI, J , (1993) STABILITY OF SOLUTIONS TO SHAPE ESTIMATION PROBLEMS.MECHANICS OF STRUCTURES AND MACHINES. VOL. 21. ISSUE 1. P. 67-94 | 6 | 75% | 0 |
Classes with closest relation at Level 1 |