Class information for:
Level 1: ELASTIC COLUMNS//FOLLOWER FORCE//DIVERGENCE INSTABILITY

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
16290 596 18.2 31%


Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)


ID, lev.
above		 Publications Label for level above
748 11843 THIN-WALLED STRUCTURES//JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//COLD FORMED STEEL

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 ELASTIC COLUMNS Author keyword 14 100% 1% 7
2 FOLLOWER FORCE Author keyword 12 36% 5% 27
3 DIVERGENCE INSTABILITY Author keyword 11 56% 2% 14
4 NATURAL TRANSVERSE FREQUENCY Author keyword 11 100% 1% 6
5 MACHINE DESIGN FDN Address 8 100% 1% 5
6 NON CONSERVATIVE LOADS Author keyword 8 100% 1% 5
7 BECKS COLUMN Author keyword 6 80% 1% 4
8 STRUCT ANAL STEEL BRIDGES Address 6 80% 1% 4
9 FOLLOWER LOADING Author keyword 6 100% 1% 4
10 POINT ATTRACTORS Author keyword 6 100% 1% 4

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 ELASTIC COLUMNS 14 100% 1% 7 Search ELASTIC+COLUMNS Search ELASTIC+COLUMNS
2 FOLLOWER FORCE 12 36% 5% 27 Search FOLLOWER+FORCE Search FOLLOWER+FORCE
3 DIVERGENCE INSTABILITY 11 56% 2% 14 Search DIVERGENCE+INSTABILITY Search DIVERGENCE+INSTABILITY
4 NATURAL TRANSVERSE FREQUENCY 11 100% 1% 6 Search NATURAL+TRANSVERSE+FREQUENCY Search NATURAL+TRANSVERSE+FREQUENCY
5 NON CONSERVATIVE LOADS 8 100% 1% 5 Search NON+CONSERVATIVE+LOADS Search NON+CONSERVATIVE+LOADS
6 BECKS COLUMN 6 80% 1% 4 Search BECKS+COLUMN Search BECKS+COLUMN
7 FOLLOWER LOADING 6 100% 1% 4 Search FOLLOWER+LOADING Search FOLLOWER+LOADING
8 POINT ATTRACTORS 6 100% 1% 4 Search POINT+ATTRACTORS Search POINT+ATTRACTORS
9 NONCONSERVATIVE LOAD 5 63% 1% 5 Search NONCONSERVATIVE+LOAD Search NONCONSERVATIVE+LOAD
10 NON CONSERVATIVE PROBLEMS 4 75% 1% 3 Search NON+CONSERVATIVE+PROBLEMS Search NON+CONSERVATIVE+PROBLEMS

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 FOLLOWER FORCES 23 57% 5% 27
2 DIVERGENCE INSTABILITY 15 88% 1% 7
3 CANTILEVERED COLUMN 14 100% 1% 7
4 FOLLOWER FORCE 13 38% 4% 26
5 CHAOSLIKE PHENOMENA 12 86% 1% 6
6 AUTONOMOUS DISSIPATIVE SYSTEMS 9 83% 1% 5
7 UNDAMPED SYSTEMS 8 75% 1% 6
8 ROCKET THRUST 7 64% 1% 7
9 FREE TIMOSHENKO BEAM 7 67% 1% 6
10 EXHIBITING PERIODIC ATTRACTORS 6 71% 1% 5

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Dynamic stability of columns subjected to follower loads: A survey 2000 96 58 64%
Structural stability 2000 20 24 8%
GENERALIZED DIRECT LYAPUNOV METHOD FOR ABSTRACT SEMIDYNAMICAL PROCESSES .3. LOCALIZATION OF LIMIT-SETS OF COMPACT DISPERSIVE SEMIDYNAMICAL PROCESSES - APPLICATIONS TO EVOLUTION-EQUATIONS 1987 0 5 20%

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 MACHINE DESIGN FDN 8 100% 0.8% 5
2 STRUCT ANAL STEEL BRIDGES 6 80% 0.7% 4
3 MECH MACHINE DESIGN FDN 5 38% 1.8% 11
4 UFR MAM 2 67% 0.3% 2
5 CIVIL ENGN STRUCT ANAL STEEL BRIDGES 1 100% 0.3% 2
6 MEMS CSAT 1 100% 0.3% 2
7 DIPARTIMENTO PRICOS 1 40% 0.3% 2
8 CIVIL ENGN PUBL WORKS 1 50% 0.2% 1
9 FURTHER MATH 1 50% 0.2% 1
10 MECH MACHINE DESIGN FOUNDAT 1 50% 0.2% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000135705 PIPE CONVEYING FLUID//PIPES CONVEYING FLUID//CANTILEVERED PIPE
2 0.0000115644 BEAM MASS SYSTEM//EULER COLUMN//ANALYTICAL AND NUMERICAL COMBINED METHOD ANCM
3 0.0000090459 ROTATING BEAM//ROTATING TAPERED BEAM//ROTATING BEAMS
4 0.0000086172 SQUEAL//BRAKE SQUEAL//DISC BRAKE SQUEAL
5 0.0000083926 ELASTICA//THIN ELASTIC ROD//ELASTIC RODS
6 0.0000082287 CURVED BEAM//CURVED BEAM ELEMENT//ARCHES
7 0.0000076028 BUILT UP MEMBERS//THEORY OF FLEXIBLE SHELL//CIRCULAR RING SHELL
8 0.0000075301 OPTIMAL COLUMNS//OPTIMAL SHAPE//BIMODAL OPTIMIZATION
9 0.0000074421 INVARIANT NORMALIZATION//DOUBLE MATHEMATICAL PENDULUM//ADVANCED RESEARCH
10 0.0000073926 TENSIONLESS ELASTIC FOUNDATION//VLASOV MODEL//TENSIONLESS FOUNDATION