Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
7795 | 1248 | 25.0 | 40% |
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 | FINITE ROTATIONS | Author keyword | 21 | 47% | 3% | 33 |
2 | ASYMPTOTIC NUMERICAL METHOD | Author keyword | 18 | 49% | 2% | 26 |
3 | FINITE ROTATION | Author keyword | 13 | 47% | 2% | 21 |
4 | CALCUL SCI MECAN | Address | 12 | 52% | 1% | 16 |
5 | GEOMETRICALLY EXACT BEAM | Author keyword | 11 | 67% | 1% | 10 |
6 | COROTATIONAL FORMULATION | Author keyword | 11 | 52% | 1% | 15 |
7 | ROTATION MANIFOLD | Author keyword | 11 | 100% | 0% | 6 |
8 | BIFURCATION INDICATOR | Author keyword | 9 | 83% | 0% | 5 |
9 | NON LINEAR BEAM THEORY | Author keyword | 8 | 75% | 0% | 6 |
10 | RIGID BODY RULE | Author keyword | 8 | 75% | 0% | 6 |
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 | FINITE ROTATIONS | 21 | 47% | 3% | 33 | Search FINITE+ROTATIONS | Search FINITE+ROTATIONS |
2 | ASYMPTOTIC NUMERICAL METHOD | 18 | 49% | 2% | 26 | Search ASYMPTOTIC+NUMERICAL+METHOD | Search ASYMPTOTIC+NUMERICAL+METHOD |
3 | FINITE ROTATION | 13 | 47% | 2% | 21 | Search FINITE+ROTATION | Search FINITE+ROTATION |
4 | GEOMETRICALLY EXACT BEAM | 11 | 67% | 1% | 10 | Search GEOMETRICALLY+EXACT+BEAM | Search GEOMETRICALLY+EXACT+BEAM |
5 | COROTATIONAL FORMULATION | 11 | 52% | 1% | 15 | Search COROTATIONAL+FORMULATION | Search COROTATIONAL+FORMULATION |
6 | ROTATION MANIFOLD | 11 | 100% | 0% | 6 | Search ROTATION+MANIFOLD | Search ROTATION+MANIFOLD |
7 | BIFURCATION INDICATOR | 9 | 83% | 0% | 5 | Search BIFURCATION+INDICATOR | Search BIFURCATION+INDICATOR |
8 | NON LINEAR BEAM THEORY | 8 | 75% | 0% | 6 | Search NON+LINEAR+BEAM+THEORY | Search NON+LINEAR+BEAM+THEORY |
9 | RIGID BODY RULE | 8 | 75% | 0% | 6 | Search RIGID+BODY+RULE | Search RIGID+BODY+RULE |
10 | THREE DIMENSIONAL ROTATION | 8 | 62% | 1% | 8 | Search THREE+DIMENSIONAL+ROTATION | Search THREE+DIMENSIONAL+ROTATION |
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 | EQUILIBRIUM PATH | 42 | 94% | 1% | 15 |
2 | POST BUCKLING ANALYSIS | 31 | 82% | 1% | 18 |
3 | SPATIAL BEAMS | 26 | 87% | 1% | 13 |
4 | FINITE ROTATIONS | 21 | 42% | 3% | 38 |
5 | SPACE FRAMES | 18 | 40% | 3% | 34 |
6 | LARGE ROTATIONS | 16 | 51% | 2% | 22 |
7 | ELASTIC POSTBUCKLING ANALYSIS | 14 | 100% | 1% | 7 |
8 | SMALL STRAIN ANALYSIS | 13 | 51% | 1% | 18 |
9 | SPACE TRUSSES | 12 | 58% | 1% | 14 |
10 | ASYMPTOTIC NUMERICAL METHOD | 12 | 42% | 2% | 22 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references | % act. ref. to same field |
---|---|---|---|---|
Complementary-Energy Methods for Geometrically Non-linear Structural Models: An Overview and Recent Developments in the Analysis of Frames | 2011 | 6 | 75 | 68% |
Regularization and perturbation technique to solve plasticity problems | 2009 | 4 | 9 | 89% |
Review of progressive failure analyses for truss structures | 1997 | 11 | 34 | 76% |
Displacement Field Approximations for Force-Based Elements in Large Displacement Analyses | 2012 | 0 | 13 | 69% |
A critical review of asymptotic numerical methods | 1998 | 11 | 10 | 70% |
Computer simulation of the buckling behavior of thin shells under quasi static loads | 1997 | 2 | 3 | 100% |
Buckling analysis of elastic structures: A computational approach | 1998 | 17 | 20 | 50% |
Constitutive and Geometric Nonlinear Models for the Seismic Analysis of RC Structures with Energy Dissipators | 2008 | 4 | 162 | 33% |
COMPUTING CRITICAL-POINTS AND SECONDARY PATHS IN NONLINEAR STRUCTURAL STABILITY ANALYSIS BY THE FINITE-ELEMENT METHOD | 1996 | 10 | 29 | 52% |
A Unified Library of Nonlinear Solution Schemes | 2011 | 1 | 93 | 35% |
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 | CALCUL SCI MECAN | 12 | 52% | 1.3% | 16 |
2 | STRUCT ENGN GRP LGCGM | 4 | 56% | 0.4% | 5 |
3 | MATH COMPUTAT ENGN | 3 | 100% | 0.2% | 3 |
4 | DIPARTIMENTO MODELLIST INGN | 3 | 33% | 0.6% | 8 |
5 | LLOYDS REGISTER EDUC TRUST LRET EXCELLENC | 2 | 67% | 0.2% | 2 |
6 | MNM | 2 | 67% | 0.2% | 2 |
7 | ECOLES ST CYR COETQUIDAN | 2 | 50% | 0.2% | 3 |
8 | DIPARTIMENTO STRUTTURE | 2 | 15% | 0.9% | 11 |
9 | STRUCT MECH GRP | 2 | 21% | 0.6% | 7 |
10 | INGN MAT LIMAT | 1 | 50% | 0.2% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000166439 | CURVED BEAM//CURVED BEAM ELEMENT//ARCHES |
2 | 0.0000148142 | CONFIGURATION PROCESSING//EXCELLENCE FUNDAMENTAL STUDIES STRUCT ENGN//STRONG CARTESIAN PRODUCT |
3 | 0.0000139269 | TENSEGRITY//FORCE DENSITY METHOD//FORM FINDING |
4 | 0.0000136338 | REISSNER MINDLIN PLATE//DRILLING DEGREES OF FREEDOM//ENHANCED STRAIN METHOD |
5 | 0.0000130389 | TIME INTEGRATION//TIME INTEGRATION ALGORITHMS//HETEROGENEOUS TIME INTEGRATORS |
6 | 0.0000128749 | ELASTICA//THIN ELASTIC ROD//ELASTIC RODS |
7 | 0.0000123106 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
8 | 0.0000092701 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC//COMPONENT METHOD |
9 | 0.0000092553 | THIN WALLED BEAMS//FLEXURAL TORSIONAL VIBRATION//NONUNIFORM TORSION |
10 | 0.0000089095 | SHELL BUCKLING//KNOCK DOWN FACTOR//PFH |