Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
3405 | 1916 | 20.7 | 31% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
1840 | 5631 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//COMPOSITE COLUMNS//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC |
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 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | Journal | 78 | 16% | 23% | 450 |
2 | ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC | Journal | 51 | 34% | 6% | 124 |
3 | COMPONENT METHOD | Author keyword | 36 | 53% | 3% | 48 |
4 | PANEL ZONE | Author keyword | 33 | 58% | 2% | 38 |
5 | BLIND BOLTS | Author keyword | 32 | 85% | 1% | 17 |
6 | ADVANCED ANALYSIS | Author keyword | 29 | 53% | 2% | 38 |
7 | T STUB | Author keyword | 28 | 69% | 1% | 24 |
8 | SEMI RIGID CONNECTIONS | Author keyword | 24 | 44% | 2% | 42 |
9 | PRYING ACTION | Author keyword | 23 | 86% | 1% | 12 |
10 | SECOND ORDER ANALYSIS | Author keyword | 21 | 44% | 2% | 37 |
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 | COMPONENT METHOD | 36 | 53% | 3% | 48 | Search COMPONENT+METHOD | Search COMPONENT+METHOD |
2 | PANEL ZONE | 33 | 58% | 2% | 38 | Search PANEL+ZONE | Search PANEL+ZONE |
3 | BLIND BOLTS | 32 | 85% | 1% | 17 | Search BLIND+BOLTS | Search BLIND+BOLTS |
4 | ADVANCED ANALYSIS | 29 | 53% | 2% | 38 | Search ADVANCED+ANALYSIS | Search ADVANCED+ANALYSIS |
5 | T STUB | 28 | 69% | 1% | 24 | Search T+STUB | Search T+STUB |
6 | SEMI RIGID CONNECTIONS | 24 | 44% | 2% | 42 | Search SEMI+RIGID+CONNECTIONS | Search SEMI+RIGID+CONNECTIONS |
7 | PRYING ACTION | 23 | 86% | 1% | 12 | Search PRYING+ACTION | Search PRYING+ACTION |
8 | SECOND ORDER ANALYSIS | 21 | 44% | 2% | 37 | Search SECOND+ORDER+ANALYSIS | Search SECOND+ORDER+ANALYSIS |
9 | END PLATE CONNECTIONS | 21 | 78% | 1% | 14 | Search END+PLATE+CONNECTIONS | Search END+PLATE+CONNECTIONS |
10 | SEMI RIGID CONNECTION | 19 | 36% | 2% | 43 | Search SEMI+RIGID+CONNECTION | Search SEMI+RIGID+CONNECTION |
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 | MOMENT CONNECTIONS | 62 | 59% | 4% | 69 |
2 | END PLATE CONNECTIONS | 51 | 70% | 2% | 42 |
3 | DOGBONE | 45 | 94% | 1% | 16 |
4 | 2ND ORDER INELASTIC ANALYSIS | 35 | 86% | 1% | 18 |
5 | T STUB CONNECTIONS | 34 | 93% | 1% | 13 |
6 | SEMIRIGID CONNECTIONS | 34 | 51% | 3% | 48 |
7 | PLASTIC HINGE ANALYSIS | 32 | 65% | 2% | 30 |
8 | PRACTICAL ADVANCED ANALYSIS | 29 | 72% | 1% | 23 |
9 | UNBRACED FRAMES | 27 | 78% | 1% | 18 |
10 | MOMENT RESISTING CONNECTIONS | 27 | 83% | 1% | 15 |
Journals |
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 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 78 | 16% | 23% | 450 |
2 | ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC | 51 | 34% | 6% | 124 |
3 | INTERNATIONAL JOURNAL OF STEEL STRUCTURES | 6 | 12% | 2% | 47 |
4 | ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION | 3 | 20% | 1% | 14 |
5 | ADVANCED STEEL CONSTRUCTION | 3 | 11% | 1% | 23 |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Review on the modelling of joint behaviour in steel frames | 2011 | 12 | 91 | 85% |
Second-order axial force and midspan deflection in a simple supported beam axially restrained | 2008 | 1 | 1 | 100% |
Moment resisting welded connections: An extensive review of design practice and experimental research in USA, Japan and Europe | 2002 | 5 | 13 | 100% |
Review of force transfer mechanism of welded steel moment connections | 2006 | 2 | 9 | 89% |
Review of analysis methods for inelastic design of steel semi-continuous frames | 2006 | 4 | 7 | 71% |
Non-linear behavior and design of steel structures | 2001 | 11 | 30 | 57% |
Current steel structures research | 2008 | 0 | 3 | 67% |
Static pullout strength of power actuated fasteners in steel: State-of-the-art review | 2003 | 0 | 4 | 75% |
ULTIMATE CAPACITY OF NONSYMMETRICAL MOMENT CONNECTIONS - REVIEW AND PARAMETRIC STUDY | 1986 | 0 | 3 | 67% |
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 | CONSTRUCT TECH | 13 | 67% | 0.6% | 12 |
2 | OFF RD INVESTMENT STRATEGY ANAL | 6 | 80% | 0.2% | 4 |
3 | ACR CIVIL LAYOUT | 6 | 100% | 0.2% | 4 |
4 | UT ARLINGTON STRUCT ENGN | 6 | 100% | 0.2% | 4 |
5 | ENG IND SCI | 4 | 75% | 0.2% | 3 |
6 | HIGHER POLYTECH UNIV | 3 | 100% | 0.2% | 3 |
7 | STRUCT ANAL DESIGN | 2 | 16% | 0.7% | 13 |
8 | ARCH DES | 2 | 67% | 0.1% | 2 |
9 | CIVIL CONSTRUCT ENVIRONM ENGN CCEE | 2 | 67% | 0.1% | 2 |
10 | STEEL TECHNOL | 2 | 24% | 0.4% | 7 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000139119 | FORMEX ALGEBRA//TOWER TESTING//TRANSMISSION LINE TOWERS |
2 | 0.0000121252 | BUCKLING RESTRAINED BRACE//CONCENTRICALLY BRACED FRAMES//STEEL PLATE SHEAR WALLS |
3 | 0.0000120420 | FIRE RESISTANCE//ARCHITECTURAL STUDIES//FIRE ENGINEERING |
4 | 0.0000113512 | PROGRESSIVE COLLAPSE//DISPROPORTIONATE COLLAPSE//COLUMN LOSS |
5 | 0.0000107207 | EUROPEAN CLEARINGHOUSE OPERAT EXPERIENCE FEEDBACK//EXTREMELY LOW CYCLE FATIGUE ELCF//SOCKET WELD |
6 | 0.0000107126 | BLOCK SHEAR//TENSION MEMBERS//COPED BEAMS |
7 | 0.0000105646 | COMPOSITE COLUMNS//ELLIPTICAL HOLLOW SECTIONS//CONCRETE FILLED STEEL TUBES |
8 | 0.0000092701 | FINITE ROTATIONS//ASYMPTOTIC NUMERICAL METHOD//FINITE ROTATION |
9 | 0.0000092510 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
10 | 0.0000074219 | PARTIAL INTERACTION//COMPOSITE BEAMS//SHEAR CONNECTION |