Class information for:
Level 1: CONSISTENTLY LINEARIZED EIGENPROBLEM//IMPERFECTION INSENSITIVITY//HILLTOP BUCKLING

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
26985 198 16.5 28%


Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)


ID, lev.
above		 Publications Label for level above
1827 5669 INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING//JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME//SHAKEDOWN

Terms with highest relevance score


Rank Term Type of term Relevance score
(tfidf)		 Class's shr.
of term's tot.
occurrences		 Shr. of publ.
in class containing
term		 Num. of
publ. in
class
1 CONSISTENTLY LINEARIZED EIGENPROBLEM Author keyword 14 100% 4% 7
2 IMPERFECTION INSENSITIVITY Author keyword 6 71% 3% 5
3 HILLTOP BUCKLING Author keyword 6 100% 2% 4
4 STRENGTH FRACTURE MECH Address 6 100% 2% 4
5 HYBRID COMPOSITE CABLE Author keyword 4 75% 2% 3
6 SYMMETRIC AND ASYMMETRIC LOADINGS Author keyword 4 75% 2% 3
7 ZERO STIFFNESS POSTBUCKLING Author keyword 3 100% 2% 3
8 BRIDGES SPECIAL STRUCT Address 3 21% 6% 12
9 RIGID CABLES Author keyword 2 67% 1% 2
10 SADDLE SHAPED CABLE ROOF Author keyword 2 67% 1% 2

Web of Science journal categories

Author Key Words


Rank Web of Science journal category Relevance score
(tfidf)		 Class's shr.
of term's tot.
occurrences		 Shr. of publ.
in class containing
term		 Num. of
publ.
in class		 LCSH search Wikipedia search
1 CONSISTENTLY LINEARIZED EIGENPROBLEM 14 100% 4% 7 Search CONSISTENTLY+LINEARIZED+EIGENPROBLEM Search CONSISTENTLY+LINEARIZED+EIGENPROBLEM
2 IMPERFECTION INSENSITIVITY 6 71% 3% 5 Search IMPERFECTION+INSENSITIVITY Search IMPERFECTION+INSENSITIVITY
3 HILLTOP BUCKLING 6 100% 2% 4 Search HILLTOP+BUCKLING Search HILLTOP+BUCKLING
4 HYBRID COMPOSITE CABLE 4 75% 2% 3 Search HYBRID+COMPOSITE+CABLE Search HYBRID+COMPOSITE+CABLE
5 SYMMETRIC AND ASYMMETRIC LOADINGS 4 75% 2% 3 Search SYMMETRIC+AND+ASYMMETRIC+LOADINGS Search SYMMETRIC+AND+ASYMMETRIC+LOADINGS
6 ZERO STIFFNESS POSTBUCKLING 3 100% 2% 3 Search ZERO+STIFFNESS+POSTBUCKLING Search ZERO+STIFFNESS+POSTBUCKLING
7 RIGID CABLES 2 67% 1% 2 Search RIGID+CABLES Search RIGID+CABLES
8 SADDLE SHAPED CABLE ROOF 2 67% 1% 2 Search SADDLE+SHAPED+CABLE+ROOF Search SADDLE+SHAPED+CABLE+ROOF
9 RIGID CABLE 2 50% 2% 3 Search RIGID+CABLE Search RIGID+CABLE
10 STRAIN LIFE CURVE 1 38% 2% 3 Search STRAIN+LIFE+CURVE Search STRAIN+LIFE+CURVE

Key Words Plus


Rank Web of Science journal category Relevance score
(tfidf)		 Class's shr.
of term's tot.
occurrences		 Shr. of publ.
in class containing
term		 Num. of
publ.
in class
1 RIGID CABLES 4 75% 2% 3
2 METALLURGICAL PRODUCTS 2 32% 3% 6
3 INSENSITIVE ELASTIC STRUCTURES 2 43% 2% 3
4 STEEL PLANE FRAMES 1 33% 1% 2
5 STABILITY PROBLEMS 1 14% 3% 5
6 ROTATING CANTILEVER 1 50% 1% 1
7 FIRE LOAD 0 33% 1% 1
8 PRESSURE VESSEL MATERIALS 0 33% 1% 1
9 REFERENCE LOAD 0 33% 1% 1
10 ROTOR STEELS 0 33% 1% 1

Journals

Reviews

Address terms


Rank Address term Relevance score
(tfidf)		 Class's shr.
of term's tot.
occurrences		 Shr. of publ.
in class containing
term		 Num. of
publ. in
class
1 STRENGTH FRACTURE MECH 6 100% 2.0% 4
2 BRIDGES SPECIAL STRUCT 3 21% 6.1% 12
3 FDN CAR DESIGNING CONSTRUCT 1 50% 1.0% 2
4 KAUNAS PUBL SECUR 1 50% 1.0% 2
5 MAT AERONAUT AUTOMOT ENGN SMM 1 100% 1.0% 2
6 STRUCT ENGN RECONSTRUCT 1 50% 1.0% 2
7 MET TIMBER STRUCT 1 40% 1.0% 2
8 COMPLEX DYNAM SYST GRP 1 27% 1.5% 3
9 BRIDGE CONSTRUCT 1 50% 0.5% 1
10 IMWS 0 25% 0.5% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000155208 BUCKET WHEEL EXCAVATOR//SPECIAL FE//ANALYSIS AND MODELLING
2 0.0000090820 SHAKEDOWN//SHAKEDOWN ANALYSIS//LIMIT ANALYSIS
3 0.0000080576 KARPENKO PHYSICOMECH//ANALYSIS OF THE IMAGES//CAVITATION FRACTURE
4 0.0000075664 FLUTTER DERIVATIVES//BRIDGE AERODYNAMICS//BUFFETING
5 0.0000075663 RING ELEMENT//TORSION BEAM SUSPENSION//CURVED PIPES
6 0.0000075542 IN PIPE ROBOT//AUTOMOTIVE TEST//HELICAL DRIVE
7 0.0000073486 SOLEBAR//CAST PARTS//VOROVICH MECH PL MATH
8 0.0000063220 PRESSURIZED THERMAL SHOCK//PRESSURISED THERMAL SHOCK//PROBABILISTIC FRACTURE MECHANICS
9 0.0000062850 REINFORCED CONCRETE SECTIONS//BIAXIAL BENDING//SPUN CONCRETE
10 0.0000061982 DEFORMED REINFORCEMENT//BOND CONCRETE TO REINFORCEMENT//SPLICE LENGTH