Class information for:
Level 1: IMPERFECTION SENSITIVITY//BUCKLING//CYLINDRICAL SHELL

Basic class information
Class id #P Avg. number of
references		 Database coverage
of references
8488 1248 22.6 33%


Bar chart of Publication_year

Last years might be incomplete

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
8488 1                   IMPERFECTION SENSITIVITY//BUCKLING//CYLINDRICAL SHELL 1248

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 IMPERFECTION SENSITIVITY authKW 512772 4% 40% 52
2 BUCKLING authKW 493193 23% 7% 293
3 CYLINDRICAL SHELL authKW 489965 9% 17% 118
4 SHELL BUCKLING authKW 336494 2% 51% 27
5 THIN-WALLED STRUCTURES journal 257274 14% 6% 179
6 PFH address 251645 1% 86% 12
7 DYNAMIC BUCKLING authKW 209930 3% 24% 36
8 KNOCK DOWN FACTOR authKW 198171 1% 90% 9
9 SINGULAR PERTURBATION TECHNIQUE authKW 193319 1% 44% 18
10 IMPERFECTIONS authKW 181972 3% 20% 37

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 21820 36% 0% 454
2 Materials Science, Composites 10449 13% 0% 168
3 Mechanics 10018 31% 0% 391
4 Engineering, Mechanical 3007 16% 0% 205
5 Construction & Building Technology 2509 8% 0% 97
6 Engineering, Aerospace 2436 7% 0% 86
7 Engineering, General 1372 8% 0% 105
8 Materials Science, Characterization, Testing 407 2% 0% 30
9 Mathematics, Interdisciplinary Applications 253 4% 0% 46
10 Engineering, Marine 235 1% 0% 10

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 PFH 251645 1% 86% 12
2 STRENGTH MAT STRUCT K12 146795 0% 100% 6
3 STRENGTH MAT K12 108979 1% 64% 7
4 EMBRAER 97859 0% 67% 6
5 COMPOSITE STRUCT AD T SYST 97025 2% 18% 22
6 STRENGTH MAT STRUCT 96138 1% 30% 13
7 LME STRUCT MODELLING 73397 0% 100% 3
8 POLYMAT PLAST ENGN 73397 0% 100% 3
9 MECH ENGN AVIAT 55047 0% 75% 3
10 STEEL SHELL STRUCT 55047 0% 75% 3

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 THIN-WALLED STRUCTURES 257274 14% 6% 179
2 COMPOSITE STRUCTURES 25000 7% 1% 90
3 INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 20619 7% 1% 90
4 EKSPLOATACJA I NIEZAWODNOSC-MAINTENANCE AND RELIABILITY 11315 1% 3% 16
5 JOURNAL OF ENGINEERING MECHANICS-ASCE 9220 2% 1% 28
6 INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS 9055 1% 2% 17
7 JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 8985 3% 1% 35
8 JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME 6852 2% 1% 27
9 AIAA JOURNAL 5898 4% 0% 53
10 JOURNAL OF THEORETICAL AND APPLIED MECHANICS 5701 1% 2% 13

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 IMPERFECTION SENSITIVITY 512772 4% 40% 52 Search IMPERFECTION+SENSITIVITY Search IMPERFECTION+SENSITIVITY
2 BUCKLING 493193 23% 7% 293 Search BUCKLING Search BUCKLING
3 CYLINDRICAL SHELL 489965 9% 17% 118 Search CYLINDRICAL+SHELL Search CYLINDRICAL+SHELL
4 SHELL BUCKLING 336494 2% 51% 27 Search SHELL+BUCKLING Search SHELL+BUCKLING
5 DYNAMIC BUCKLING 209930 3% 24% 36 Search DYNAMIC+BUCKLING Search DYNAMIC+BUCKLING
6 KNOCK DOWN FACTOR 198171 1% 90% 9 Search KNOCK+DOWN+FACTOR Search KNOCK+DOWN+FACTOR
7 SINGULAR PERTURBATION TECHNIQUE 193319 1% 44% 18 Search SINGULAR+PERTURBATION+TECHNIQUE Search SINGULAR+PERTURBATION+TECHNIQUE
8 IMPERFECTIONS 181972 3% 20% 37 Search IMPERFECTIONS Search IMPERFECTIONS
9 LOCAL SUPPORTS 171261 1% 100% 7 Search LOCAL+SUPPORTS Search LOCAL+SUPPORTS
10 POSTBUCKLING 162364 6% 9% 71 Search POSTBUCKLING Search POSTBUCKLING

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 GODOY, LA , (2016) BUCKLING OF VERTICAL OIL STORAGE STEEL TANKS: REVIEW OF STATIC BUCKLING STUDIES.THIN-WALLED STRUCTURES. VOL. 103. ISSUE . P. 1 -21 78 84% 4
2 EDLUND, BLO , (2007) BUCKLING OF METALLIC SHELLS: BUCKLING AND POSTBUCKLING BEHAVIOUR OF ISOTROPIC SHELLS, ESPECIALLY CYLINDERS.STRUCTURAL CONTROL & HEALTH MONITORING. VOL. 14. ISSUE 4. P. 693-713 68 61% 11
3 HAO, P , WANG, B , TIAN, K , DU, KF , ZHANG, X , (2015) INFLUENCE OF IMPERFECTION DISTRIBUTIONS FOR CYLINDRICAL STIFFENED SHELLS WITH WELD LANDS.THIN-WALLED STRUCTURES. VOL. 93. ISSUE . P. 177 -187 31 82% 1
4 SADOWSKI, AJ , VAN ES, SHJ , REINKE, T , ROTTER, JM , GRESNIGT, AM , UMMENHOFER, T , (2015) HARMONIC ANALYSIS OF MEASURED INITIAL GEOMETRIC IMPERFECTIONS IN LARGE SPIRAL WELDED CARBON STEEL TUBES.ENGINEERING STRUCTURES. VOL. 85. ISSUE . P. 234 -248 27 87% 2
5 WANG, B , DU, KF , HAO, P , ZHOU, CH , TIAN, K , XU, SS , MA, YL , ZHANG, X , (2016) NUMERICALLY AND EXPERIMENTALLY PREDICTED KNOCKDOWN FACTORS FOR STIFFENED SHELLS UNDER AXIAL COMPRESSION.THIN-WALLED STRUCTURES. VOL. 109. ISSUE . P. 13 -24 33 69% 0
6 GODOY, LA , JACA, RC , SOSA, EM , FLORES, FG , (2015) A PENALTY APPROACH TO OBTAIN LOWER BOUND BUCKLING LOADS FOR IMPERFECTION-SENSITIVE SHELLS.THIN-WALLED STRUCTURES. VOL. 95. ISSUE . P. 183 -195 25 89% 1
7 HAO, P , WANG, B , DU, KF , LI, G , TIAN, K , SUN, Y , MA, YL , (2016) IMPERFECTION-INSENSITIVE DESIGN OF STIFFENED CONICAL SHELLS BASED ON EQUIVALENT MULTIPLE PERTURBATION LOAD APPROACH.COMPOSITE STRUCTURES. VOL. 136. ISSUE . P. 405 -413 27 77% 0
8 HAO, P , WANG, B , LI, G , MENG, Z , TIAN, K , ZENG, DJ , TANG, XH , (2014) WORST MULTIPLE PERTURBATION LOAD APPROACH OF STIFFENED SHELLS WITH AND WITHOUT CUTOUTS FOR IMPROVED KNOCKDOWN FACTORS.THIN-WALLED STRUCTURES. VOL. 82. ISSUE . P. 321 -330 26 79% 3
9 ZHAO, Y , CAO, QS , SU, L , (2013) BUCKLING DESIGN OF LARGE CIRCULAR STEEL SILOS SUBJECT TO WIND PRESSURE.THIN-WALLED STRUCTURES. VOL. 73. ISSUE . P. 337-349 20 100% 5
10 KRIEGESMANN, B , JANSEN, EL , ROLFES, R , (2016) DESIGN OF CYLINDRICAL SHELLS USING THE SINGLE PERTURBATION LOAD APPROACH - POTENTIALS AND APPLICATION LIMITS.THIN-WALLED STRUCTURES. VOL. 108. ISSUE . P. 369 -380 19 100% 0

Classes with closest relation at Level 1


Rank Class id link
1 17721 EXTERNAL PRESSURE//TOROIDAL SHELL//SUBMARINE PRESSURE HULL
2 15072 ASYMPTOTIC NUMERICAL METHOD//CALCUL SCI MECAN//BIFURCATION INDICATOR
3 17470 OVALIZATION//BUCKLE PROPAGATION//CYCLIC BENDING
4 9467 POSTBUCKLING//RANDOM SYSTEM PROPERTIES//THERMAL BUCKLING
5 28804 CRACKED PLATES//CRACKED CYLINDRICAL SHELL//RESIDUAL ULTIMATE STRENGTH
6 8979 CONICAL SHELL//ROTATING CONICAL SHELL//FREE VIBRATION
7 2436 FUNCTIONALLY GRADED MATERIALS//FUNCTIONALLY GRADED PLATE//MAT HYDROL
8 19435 BOLOTINS METHOD//PARTIAL EDGE LOADING//MATH MODELING INFORMAT TECHNOL
9 24636 SUPER LARGE COOLING TOWERS//HYPERBOLIC PARABOLOID SADDLE SHELL//R C SHELL
10 29410 PRESTRESSED STAYED COLUMNS//CABLED COLUMNS//COMPRESSIVE MEMBRANES

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