Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
16329 | 660 | 17.7 | 30% |
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 |
16329 | 1 | OPTIMAL COLUMNS//OPTIMAL SHAPE//CIRCULAR RING SHELL | 660 |
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 | OPTIMAL COLUMNS | authKW | 416380 | 1% | 100% | 9 |
2 | OPTIMAL SHAPE | authKW | 303638 | 3% | 35% | 19 |
3 | CIRCULAR RING SHELL | authKW | 277586 | 1% | 100% | 6 |
4 | EULER COLUMN | authKW | 231322 | 1% | 100% | 5 |
5 | NON UNIFORM COLUMNS | authKW | 188907 | 1% | 58% | 7 |
6 | BIMODAL OPTIMIZATION | authKW | 185058 | 1% | 100% | 4 |
7 | BIMODAL SOLUTION | authKW | 185058 | 1% | 100% | 4 |
8 | THEORY OF FLEXIBLE SHELL | authKW | 185058 | 1% | 100% | 4 |
9 | PONTRYAGINS PRINCIPLE | authKW | 162870 | 2% | 27% | 13 |
10 | BUILT UP MEMBERS | authKW | 148044 | 1% | 80% | 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 | Mechanics | 11258 | 45% | 0% | 298 |
2 | Engineering, Civil | 6181 | 27% | 0% | 177 |
3 | Construction & Building Technology | 2670 | 11% | 0% | 72 |
4 | Engineering, Mechanical | 1640 | 17% | 0% | 110 |
5 | Engineering, General | 1614 | 12% | 0% | 81 |
6 | Computer Science, Interdisciplinary Applications | 1073 | 11% | 0% | 75 |
7 | Mathematics, Applied | 582 | 13% | 0% | 85 |
8 | Mathematics, Interdisciplinary Applications | 232 | 5% | 0% | 31 |
9 | Acoustics | 70 | 2% | 0% | 15 |
10 | Engineering, Aerospace | 60 | 2% | 0% | 11 |
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 | COMPUTAT METHODS CONTINUUM MECH | 61685 | 0% | 67% | 2 |
2 | CIVIL ENGN ARCHITETURE DICAR | 46264 | 0% | 100% | 1 |
3 | DIPARTIMENTO ARCHITETTURA DARC | 46264 | 0% | 100% | 1 |
4 | ENGN SCI CIVIL ENGN | 46264 | 0% | 100% | 1 |
5 | GIAU S | 46264 | 0% | 100% | 1 |
6 | GRP MECAN SOLIDOS ESTRUCT | 46264 | 0% | 100% | 1 |
7 | METAL STRUCT | 46264 | 0% | 100% | 1 |
8 | POLITECHNIKA KRAKOWSKA | 46264 | 0% | 100% | 1 |
9 | RECH MECAN AVANCEE | 46264 | 0% | 100% | 1 |
10 | AULA UVA CIMNE | 46262 | 0% | 50% | 2 |
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 STRUCTURAL MECHANICS | 41357 | 2% | 7% | 12 |
2 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 12520 | 5% | 1% | 30 |
3 | STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION | 12334 | 3% | 1% | 23 |
4 | COMPUTERS & STRUCTURES | 10266 | 7% | 0% | 45 |
5 | INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES | 6573 | 6% | 0% | 37 |
6 | JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 5068 | 4% | 0% | 25 |
7 | JOURNAL OF ENGINEERING MECHANICS-ASCE | 5004 | 2% | 1% | 15 |
8 | JOURNAL OF ENGINEERING MECHANICS | 4730 | 3% | 1% | 17 |
9 | JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 4323 | 3% | 0% | 19 |
10 | STRUCTURAL ENGINEERING AND MECHANICS | 4134 | 2% | 1% | 16 |
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 | OPTIMAL COLUMNS | 416380 | 1% | 100% | 9 | Search OPTIMAL+COLUMNS | Search OPTIMAL+COLUMNS |
2 | OPTIMAL SHAPE | 303638 | 3% | 35% | 19 | Search OPTIMAL+SHAPE | Search OPTIMAL+SHAPE |
3 | CIRCULAR RING SHELL | 277586 | 1% | 100% | 6 | Search CIRCULAR+RING+SHELL | Search CIRCULAR+RING+SHELL |
4 | EULER COLUMN | 231322 | 1% | 100% | 5 | Search EULER+COLUMN | Search EULER+COLUMN |
5 | NON UNIFORM COLUMNS | 188907 | 1% | 58% | 7 | Search NON+UNIFORM+COLUMNS | Search NON+UNIFORM+COLUMNS |
6 | BIMODAL OPTIMIZATION | 185058 | 1% | 100% | 4 | Search BIMODAL+OPTIMIZATION | Search BIMODAL+OPTIMIZATION |
7 | BIMODAL SOLUTION | 185058 | 1% | 100% | 4 | Search BIMODAL+SOLUTION | Search BIMODAL+SOLUTION |
8 | THEORY OF FLEXIBLE SHELL | 185058 | 1% | 100% | 4 | Search THEORY+OF+FLEXIBLE+SHELL | Search THEORY+OF+FLEXIBLE+SHELL |
9 | PONTRYAGINS PRINCIPLE | 162870 | 2% | 27% | 13 | Search PONTRYAGINS+PRINCIPLE | Search PONTRYAGINS+PRINCIPLE |
10 | BUILT UP MEMBERS | 148044 | 1% | 80% | 4 | Search BUILT+UP+MEMBERS | Search BUILT+UP+MEMBERS |
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 | REZAIEE-PAJAND, M , SHAHABIAN, F , BAMBAEECHEE, M , (2016) STABILITY OF NON-PRISMATIC FRAMES WITH FLEXIBLE CONNECTIONS AND ELASTIC SUPPORTS.KSCE JOURNAL OF CIVIL ENGINEERING. VOL. 20. ISSUE 2. P. 832 -846 | 38 | 86% | 0 |
2 | CAGDAS, IU , ADALI, S , (2013) OPTIMAL SHAPES OF CLAMPED-SIMPLY SUPPORTED COLUMNS UNDER DISTRIBUTED AXIAL LOAD AND STRESS CONSTRAINT.ENGINEERING OPTIMIZATION. VOL. 45. ISSUE 2. P. 123-139 | 24 | 86% | 0 |
3 | KALOCHAIRETIS, KE , GANTES, CJ , LIGNOS, XA , (2014) EXPERIMENTAL AND NUMERICAL INVESTIGATION OF ECCENTRICALLY LOADED LACED BUILT-UP STEEL COLUMNS.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 101. ISSUE . P. 66 -81 | 21 | 81% | 3 |
4 | CAGDAS, IU , ADALI, S , (2007) OPTIMIZATION OF CLAMPED COLUMNS UNDER DISTRIBUTED AXIAL LOAD AND SUBJECT TO STRESS CONSTRAINTS.ENGINEERING OPTIMIZATION. VOL. 39. ISSUE 4. P. 453-469 | 18 | 95% | 2 |
5 | SHOOSHTARI, A , KHAJAVI, R , (2010) AN EFFICIENT PROCEDURE TO FIND SHAPE FUNCTIONS AND STIFFNESS MATRICES OF NONPRISMATIC EULER-ERNOULLI AND TIMOSHENKO BEAM ELEMENTS.EUROPEAN JOURNAL OF MECHANICS A-SOLIDS. VOL. 29. ISSUE 5. P. 826-836 | 21 | 70% | 13 |
6 | BONAB, AP , HASHEMI, BH , HOSSEINI, M , (2013) EXPERIMENTAL EVALUATION OF THE ELASTIC BUCKLING AND COMPRESSIVE CAPACITY OF LACED COLUMNS.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 86. ISSUE . P. 66-73 | 12 | 100% | 3 |
7 | KRUZELECKI, J , ORTWEIN, R , (2012) OPTIMAL DESIGN OF CLAMPED COLUMNS FOR STABILITY UNDER COMBINED AXIAL COMPRESSION AND TORSION.STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION. VOL. 45. ISSUE 5. P. 729 -737 | 16 | 76% | 1 |
8 | GANTES, CJ , KALOCHAIRETIS, KE , (2012) AXIALLY AND TRANSVERSELY LOADED TIMOSHENKO AND LACED BUILT-UP COLUMNS WITH ARBITRARY SUPPORTS.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. VOL. 77. ISSUE . P. 95 -106 | 15 | 79% | 4 |
9 | GUO, YL , ZHANG, BH , ZHAO, SY , DOU, C , PI, YL , (2014) ULTIMATE RESISTANCE DESIGN OF SHUTTLE-SHAPED STEEL TUBULAR LATTICED COLUMNS.JOURNAL OF STRUCTURAL ENGINEERING. VOL. 140. ISSUE 10. P. - | 12 | 92% | 0 |
10 | LI, XF , XI, LY , HUANG, Y , (2011) STABILITY ANALYSIS OF COMPOSITE COLUMNS AND PARAMETER OPTIMIZATION AGAINST BUCKLING.COMPOSITES PART B-ENGINEERING. VOL. 42. ISSUE 6. P. 1337-1345 | 15 | 75% | 9 |
Classes with closest relation at Level 1 |