Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
15072 | 732 | 22.9 | 36% |
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 |
323 | 3 | FREE VIBRATION//MECHANICS//BUCKLING | 38564 |
90 | 2 | FREE VIBRATION//COMPUTERS & STRUCTURES//COMPOSITE STRUCTURES | 26589 |
15072 | 1 | ASYMPTOTIC NUMERICAL METHOD//CALCUL SCI MECAN//BIFURCATION INDICATOR | 732 |
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 | ASYMPTOTIC NUMERICAL METHOD | authKW | 441853 | 3% | 42% | 25 |
2 | CALCUL SCI MECAN | address | 344458 | 2% | 52% | 16 |
3 | BIFURCATION INDICATOR | authKW | 333709 | 1% | 100% | 8 |
4 | SPACE TRUSSES | authKW | 307143 | 2% | 41% | 18 |
5 | CONSISTENTLY LINEARIZED EIGENPROBLEM | authKW | 291995 | 1% | 100% | 7 |
6 | ARC LENGTH CONTROL | authKW | 255494 | 1% | 88% | 7 |
7 | IMPERFECTION INSENSITIVITY | authKW | 208568 | 1% | 100% | 5 |
8 | PATH FOLLOWING TECHNIQUE | authKW | 190684 | 1% | 57% | 8 |
9 | ARC LENGTH METHOD | authKW | 170311 | 2% | 29% | 14 |
10 | HILLTOP BUCKLING | authKW | 166854 | 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 | Mathematics, Interdisciplinary Applications | 12075 | 29% | 0% | 214 |
2 | Engineering, General | 11036 | 30% | 0% | 217 |
3 | Engineering, Civil | 9571 | 32% | 0% | 231 |
4 | Mechanics | 8111 | 37% | 0% | 268 |
5 | Computer Science, Interdisciplinary Applications | 4213 | 21% | 0% | 152 |
6 | Construction & Building Technology | 1033 | 7% | 0% | 48 |
7 | Engineering, Mechanical | 527 | 9% | 0% | 69 |
8 | Engineering, Aerospace | 300 | 3% | 0% | 24 |
9 | Mathematics, Applied | 115 | 6% | 0% | 46 |
10 | Materials Science, Composites | 86 | 2% | 0% | 13 |
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 | CALCUL SCI MECAN | 344458 | 2% | 52% | 16 |
2 | MATH COMPUTAT ENGN | 125141 | 0% | 100% | 3 |
3 | CIVIL ENGN SYST MECH SECT | 83427 | 0% | 100% | 2 |
4 | RECH ECOLES ST CYR COETQUIDAN | 83427 | 0% | 100% | 2 |
5 | ECOLES ST CYR COETQUIDAN | 83423 | 1% | 50% | 4 |
6 | DIPARTIMENTO STRUTTURE | 58734 | 1% | 14% | 10 |
7 | STRUCT BLDG ENGN STEEL TIMBER STRUCT | 46924 | 0% | 38% | 3 |
8 | AUTOMAT BIOCHEM | 41714 | 0% | 100% | 1 |
9 | COMP SCI MECH | 41714 | 0% | 100% | 1 |
10 | CONCRETE CONCRETE STRUCT | 41714 | 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 | COMPUTERS & STRUCTURES | 72952 | 17% | 1% | 126 |
2 | INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING | 33412 | 11% | 1% | 81 |
3 | COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 23991 | 9% | 1% | 69 |
4 | JOURNAL OF STRUCTURAL MECHANICS | 12682 | 1% | 4% | 7 |
5 | COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING | 10291 | 3% | 1% | 19 |
6 | INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS | 7327 | 3% | 1% | 24 |
7 | COMPUTATIONAL MECHANICS | 6017 | 3% | 1% | 19 |
8 | STRUCTURAL ENGINEERING AND MECHANICS | 4207 | 2% | 1% | 17 |
9 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 3894 | 3% | 0% | 19 |
10 | INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 2908 | 4% | 0% | 26 |
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 | ASYMPTOTIC NUMERICAL METHOD | 441853 | 3% | 42% | 25 | Search ASYMPTOTIC+NUMERICAL+METHOD | Search ASYMPTOTIC+NUMERICAL+METHOD |
2 | BIFURCATION INDICATOR | 333709 | 1% | 100% | 8 | Search BIFURCATION+INDICATOR | Search BIFURCATION+INDICATOR |
3 | SPACE TRUSSES | 307143 | 2% | 41% | 18 | Search SPACE+TRUSSES | Search SPACE+TRUSSES |
4 | CONSISTENTLY LINEARIZED EIGENPROBLEM | 291995 | 1% | 100% | 7 | Search CONSISTENTLY+LINEARIZED+EIGENPROBLEM | Search CONSISTENTLY+LINEARIZED+EIGENPROBLEM |
5 | ARC LENGTH CONTROL | 255494 | 1% | 88% | 7 | Search ARC+LENGTH+CONTROL | Search ARC+LENGTH+CONTROL |
6 | IMPERFECTION INSENSITIVITY | 208568 | 1% | 100% | 5 | Search IMPERFECTION+INSENSITIVITY | Search IMPERFECTION+INSENSITIVITY |
7 | PATH FOLLOWING TECHNIQUE | 190684 | 1% | 57% | 8 | Search PATH+FOLLOWING+TECHNIQUE | Search PATH+FOLLOWING+TECHNIQUE |
8 | ARC LENGTH METHOD | 170311 | 2% | 29% | 14 | Search ARC+LENGTH+METHOD | Search ARC+LENGTH+METHOD |
9 | HILLTOP BUCKLING | 166854 | 1% | 100% | 4 | Search HILLTOP+BUCKLING | Search HILLTOP+BUCKLING |
10 | KOITER NEWTON | 125141 | 0% | 100% | 3 | Search KOITER+NEWTON | Search KOITER+NEWTON |
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 | LIANG, K , RUESS, M , ABDALLA, M , (2016) AN EIGENANALYSIS-BASED BIFURCATION INDICATOR PROPOSED IN THE FRAMEWORK OF A REDUCED-ORDER MODELING TECHNIQUE FOR NON-LINEAR STRUCTURAL ANALYSIS.INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS. VOL. 81. ISSUE . P. 129 -138 | 31 | 69% | 3 |
2 | REZAIEE-PAJAND, M , GHALISHOOYAN, M , SALEHI-AHMADABAD, M , (2013) COMPREHENSIVE EVALUATION OF STRUCTURAL GEOMETRICAL NONLINEAR SOLUTION TECHNIQUES PART I: FORMULATION AND CHARACTERISTICS OF THE METHODS.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 48. ISSUE 6. P. 849 -878 | 31 | 78% | 2 |
3 | REZAIEE-PAJAND, M , MOGHADDASIE, B , (2014) STABILITY BOUNDARIES OF TWO-PARAMETER NON-LINEAR ELASTIC STRUCTURES.INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES. VOL. 51. ISSUE 5. P. 1089 -1102 | 34 | 68% | 2 |
4 | SAFFARI, H , SHOJAEE, S , ROSTAMI, S , MALEKINEJAD, M , (2014) APPLICATION OF CUBIC SPLINE ON LARGE DEFORMATION ANALYSIS OF STRUCTURES.INTERNATIONAL JOURNAL OF STEEL STRUCTURES. VOL. 14. ISSUE 1. P. 165-172 | 22 | 100% | 1 |
5 | LIANG, K , ABDALLA, M , GURDAL, Z , (2013) A KOITER-NEWTON APPROACH FOR NONLINEAR STRUCTURAL ANALYSIS.INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING. VOL. 96. ISSUE 12. P. 763-786 | 26 | 79% | 8 |
6 | RITTO-CORREA, M , CAMOTIM, D , (2008) ON THE ARC-LENGTH AND OTHER QUADRATIC CONTROL METHODS: ESTABLISHED, LESS KNOWN AND NEW IMPLEMENTATION PROCEDURES.COMPUTERS & STRUCTURES. VOL. 86. ISSUE 11-12. P. 1353-1368 | 28 | 78% | 16 |
7 | MOGHADDASIE, B , STANCIULESCU, I , (2013) DIRECT CALCULATION OF CRITICAL POINTS IN PARAMETER SENSITIVE SYSTEMS.COMPUTERS & STRUCTURES. VOL. 117. ISSUE . P. 34-47 | 28 | 67% | 1 |
8 | GARCEA, G , MADEO, A , CASCIARO, R , (2012) NONLINEAR FEM ANALYSIS FOR BEAMS AND PLATE ASSEMBLAGES BASED ON THE IMPLICIT COROTATIONAL METHOD.JOURNAL OF MECHANICS OF MATERIALS AND STRUCTURES. VOL. 7. ISSUE 6. P. 539 -574 | 25 | 66% | 11 |
9 | GARCEA, G , TRUNFIO, GA , CASCIARO, R , (1998) MIXED FORMULATION AND LOCKING IN PATH-FOLLOWING NONLINEAR ANALYSIS.COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING. VOL. 165. ISSUE 1-4. P. 247 -272 | 25 | 96% | 27 |
10 | SAFFARI, H , MIRZAI, NM , MANSOURI, I , BAGHERIPOUR, MH , (2013) EFFICIENT NUMERICAL METHOD IN SECOND-ORDER INELASTIC ANALYSIS OF SPACE TRUSSES.JOURNAL OF COMPUTING IN CIVIL ENGINEERING. VOL. 27. ISSUE 2. P. 129-138 | 22 | 69% | 2 |
Classes with closest relation at Level 1 |