Class information for:
Level 1: FOLLOWER FORCE//ELASTIC COLUMNS//BECKS COLUMN

Basic class information
Class id #P Avg. number of
references		 Database coverage
of references
18216 561 18.4 31%


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
18216 1                   FOLLOWER FORCE//ELASTIC COLUMNS//BECKS COLUMN 561

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 FOLLOWER FORCE authKW 671008 5% 41% 30
2 ELASTIC COLUMNS authKW 381003 1% 100% 7
3 BECKS COLUMN authKW 326574 1% 100% 6
4 NATURAL TRANSVERSE FREQUENCY authKW 326574 1% 100% 6
5 DIVERGENCE INSTABILITY authKW 326562 2% 50% 12
6 NONCONSERVATIVE LOAD authKW 232223 1% 53% 8
7 FOLLOWER LOADING authKW 217716 1% 100% 4
8 POINT ATTRACTORS authKW 217716 1% 100% 4
9 SLENDER SYSTEMS authKW 194387 1% 71% 5
10 MACHINE DESIGN FDN address 174171 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 20073 65% 0% 364
2 Acoustics 4309 17% 0% 94
3 Engineering, Mechanical 4243 28% 0% 159
4 Engineering, Civil 1727 16% 0% 88
5 Engineering, Aerospace 1498 8% 0% 45
6 Engineering, General 1063 11% 0% 61
7 Computer Science, Interdisciplinary Applications 541 9% 0% 50
8 Mathematics, Interdisciplinary Applications 466 7% 0% 39
9 Mathematics, Applied 80 6% 0% 34
10 Construction & Building Technology 45 2% 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 MACHINE DESIGN FDN 174171 1% 80% 4
2 STRUCT ANAL STEEL BRIDGES 174171 1% 80% 4
3 MECH MACHINE DESIGN FDN 164923 2% 30% 10
4 CIVIL ENGN STRUCT ANAL STEEL BRIDGES 108858 0% 100% 2
5 UFR MAM 72571 0% 67% 2
6 EQUIPE MODELISAT MATH PROBLEMS MECAN 54429 0% 100% 1
7 KOREASAT 54429 0% 100% 1
8 RELAIBIL 54429 0% 100% 1
9 SOUNDING ROCKET 54429 0% 100% 1
10 TECHNOL ENY AERONAUT ASTRONAUT 54429 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 JOURNAL OF SOUND AND VIBRATION 25165 15% 1% 84
2 INGENIEUR ARCHIV 13191 2% 2% 10
3 INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS 13042 5% 1% 28
4 COMPUTERS & STRUCTURES 9073 7% 0% 39
5 INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 9060 7% 0% 40
6 MECHANICS RESEARCH COMMUNICATIONS 7522 3% 1% 19
7 AIAA JOURNAL 5428 6% 0% 34
8 INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS 4462 1% 1% 8
9 ACTA MECHANICA 3610 3% 0% 17
10 ARCHIVE OF APPLIED MECHANICS 3378 2% 1% 11

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 FOLLOWER FORCE 671008 5% 41% 30 Search FOLLOWER+FORCE Search FOLLOWER+FORCE
2 ELASTIC COLUMNS 381003 1% 100% 7 Search ELASTIC+COLUMNS Search ELASTIC+COLUMNS
3 BECKS COLUMN 326574 1% 100% 6 Search BECKS+COLUMN Search BECKS+COLUMN
4 NATURAL TRANSVERSE FREQUENCY 326574 1% 100% 6 Search NATURAL+TRANSVERSE+FREQUENCY Search NATURAL+TRANSVERSE+FREQUENCY
5 DIVERGENCE INSTABILITY 326562 2% 50% 12 Search DIVERGENCE+INSTABILITY Search DIVERGENCE+INSTABILITY
6 NONCONSERVATIVE LOAD 232223 1% 53% 8 Search NONCONSERVATIVE+LOAD Search NONCONSERVATIVE+LOAD
7 FOLLOWER LOADING 217716 1% 100% 4 Search FOLLOWER+LOADING Search FOLLOWER+LOADING
8 POINT ATTRACTORS 217716 1% 100% 4 Search POINT+ATTRACTORS Search POINT+ATTRACTORS
9 SLENDER SYSTEMS 194387 1% 71% 5 Search SLENDER+SYSTEMS Search SLENDER+SYSTEMS
10 NONCONSERVATIVE FORCE 124406 1% 57% 4 Search NONCONSERVATIVE+FORCE Search NONCONSERVATIVE+FORCE

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 KIM, NI , LEE, J , (2016) NON-CONSERVATIVE INSTABILITY OF SHEAR FLEXIBLE STEEL COLUMNS CONSIDERING INELASTIC EFFECT.ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING. VOL. 41. ISSUE 10. P. 3851 -3863 25 81% 0
2 LANGTHJEM, MA , SUGIYAMA, Y , (2000) DYNAMIC STABILITY OF COLUMNS SUBJECTED TO FOLLOWER LOADS: A SURVEY.JOURNAL OF SOUND AND VIBRATION. VOL. 238. ISSUE 5. P. 809 -851 38 66% 106
3 KIM, MY , LEE, JS , ATTARD, MM , (2013) STABILITY OF DAMPED COLUMNS ON A WINKLER FOUNDATION UNDER SUB-TANGENTIAL FOLLOWER FORCES.INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS. VOL. 13. ISSUE 2. P. - 20 91% 1
4 TOMSKI, L , UZNY, S , (2013) FREE VIBRATIONS AND STABILITY OF A NEW SLENDER SYSTEM SUBJECTED TO A CONSERVATIVE OR NONCONSERVATIVE LOAD.JOURNAL OF ENGINEERING MECHANICS. VOL. 139. ISSUE 8. P. 1133-1148 20 91% 1
5 LEE, J , KIM, NI , JEON, CK , (2015) DYNAMIC STABILITY ANALYSIS FOR BECK'S TYPE OF INELASTIC TIMOSHENKO STEEL COLUMNS.INTERNATIONAL JOURNAL OF STEEL STRUCTURES. VOL. 15. ISSUE 4. P. 959 -971 20 87% 0
6 KAVIANIPOUR, O , SADATI, SH , (2009) EFFECTS OF DAMPING ON THE LINEAR STABILITY OF A FREE-FREE BEAM SUBJECTED TO FOLLOWER AND TRANSVERSAL FORCES.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 33. ISSUE 6. P. 709-724 26 74% 5
7 LEE, JS , KIM, NI , KIM, MY , (2007) SUB-TANGENTIALLY LOADED AND DAMPED BECK'S COLUMNS ON TWO-PARAMETER ELASTIC FOUNDATION.JOURNAL OF SOUND AND VIBRATION. VOL. 306. ISSUE 3-5. P. 766-789 23 79% 7
8 TOMSKI, L , UZNY, S , (2008) FREE VIBRATIONS AND THE STABILITY OF A GEOMETRICALLY NON-LINEAR COLUMN LOADED BY A FOLLOWER FORCE DIRECTED TOWARDS THE POSITIVE POLE.INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES. VOL. 45. ISSUE 1. P. 87-112 17 94% 8
9 KAVIANIPOUR, O , KHOSHNOOD, AM , SADATI, SH , (2013) REDUCTION OF THE ACTUATOR OSCILLATIONS IN THE FLYING VEHICLE UNDER A FOLLOWER FORCE.STRUCTURAL ENGINEERING AND MECHANICS. VOL. 47. ISSUE 2. P. 149 -166 17 77% 0
10 TOMSKI, L , SZMIDLA, J , UZNY, S , (2014) ACTIVE AND PASSIVE SPECIFIC LOADS WITH RESPECT TO THE STABILITY AND FREE VIBRATIONS OF COLUMNS.JOURNAL OF ENGINEERING MECHANICS. VOL. 140. ISSUE 1. P. 193-205 15 83% 0

Classes with closest relation at Level 1


Rank Class id link
1 19435 BOLOTINS METHOD//PARTIAL EDGE LOADING//MATH MODELING INFORMAT TECHNOL
2 17755 PIPE CONVEYING FLUID//FLUID CONVEYING PIPE//PIPES CONVEYING FLUID
3 16329 OPTIMAL COLUMNS//OPTIMAL SHAPE//CIRCULAR RING SHELL
4 20374 PANEL FLUTTER//PLATE FLUTTER//SINGLE MODE FLUTTER
5 12970 CURVED BEAM//ARCHES//CURVED BEAM ELEMENT
6 12451 JOURNAL OF SOUND AND VIBRATION//BEAM MASS SYSTEM//DOUBLE BEAM SYSTEM
7 31785 LAUNCH DYNAM//DISCRETE TIME TRANSFER MATRIX METHOD//TRANSFER STIFFNESS COEFFICIENT METHOD
8 14917 BRAKE SQUEAL//SQUEAL//FRICTION INDUCED VIBRATION
9 30030 KAUNAS PUBL SECUR//AXISYMMETRIC QUADRILATERAL FINITE ELEMENTS//C 2 ELEMENTS
10 17221 ELASTIC FOUNDATION//TWO PARAMETER FOUNDATION//BEAMS ON ELASTIC FOUNDATION

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