Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
7220 | 1316 | 19.6 | 35% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
877 | 10794 | ACI STRUCTURAL JOURNAL//JOURNAL OF COMPOSITES FOR CONSTRUCTION//REINFORCED CONCRETE |
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 | PARTIAL INTERACTION | Author keyword | 86 | 66% | 6% | 79 |
2 | COMPOSITE BEAMS | Author keyword | 58 | 37% | 9% | 124 |
3 | SHEAR CONNECTION | Author keyword | 38 | 62% | 3% | 40 |
4 | STEEL CONCRETE COMPOSITE BEAMS | Author keyword | 38 | 70% | 2% | 32 |
5 | PARTIAL SHEAR INTERACTION | Author keyword | 38 | 93% | 1% | 14 |
6 | INTERLAYER SLIP | Author keyword | 33 | 67% | 2% | 29 |
7 | SHEAR CONNECTOR | Author keyword | 27 | 50% | 3% | 39 |
8 | COMPOSITE BEAM | Author keyword | 25 | 26% | 6% | 84 |
9 | COMPOSITE STEEL CONCRETE BEAMS | Author keyword | 21 | 73% | 1% | 16 |
10 | STEEL CONCRETE STEEL | Author keyword | 21 | 90% | 1% | 9 |
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 | PARTIAL INTERACTION | 86 | 66% | 6% | 79 | Search PARTIAL+INTERACTION | Search PARTIAL+INTERACTION |
2 | COMPOSITE BEAMS | 58 | 37% | 9% | 124 | Search COMPOSITE+BEAMS | Search COMPOSITE+BEAMS |
3 | SHEAR CONNECTION | 38 | 62% | 3% | 40 | Search SHEAR+CONNECTION | Search SHEAR+CONNECTION |
4 | STEEL CONCRETE COMPOSITE BEAMS | 38 | 70% | 2% | 32 | Search STEEL+CONCRETE+COMPOSITE+BEAMS | Search STEEL+CONCRETE+COMPOSITE+BEAMS |
5 | PARTIAL SHEAR INTERACTION | 38 | 93% | 1% | 14 | Search PARTIAL+SHEAR+INTERACTION | Search PARTIAL+SHEAR+INTERACTION |
6 | INTERLAYER SLIP | 33 | 67% | 2% | 29 | Search INTERLAYER+SLIP | Search INTERLAYER+SLIP |
7 | SHEAR CONNECTOR | 27 | 50% | 3% | 39 | Search SHEAR+CONNECTOR | Search SHEAR+CONNECTOR |
8 | COMPOSITE BEAM | 25 | 26% | 6% | 84 | Search COMPOSITE+BEAM | Search COMPOSITE+BEAM |
9 | COMPOSITE STEEL CONCRETE BEAMS | 21 | 73% | 1% | 16 | Search COMPOSITE+STEEL+CONCRETE+BEAMS | Search COMPOSITE+STEEL+CONCRETE+BEAMS |
10 | STEEL CONCRETE STEEL | 21 | 90% | 1% | 9 | Search STEEL+CONCRETE+STEEL | Search STEEL+CONCRETE+STEEL |
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 | INTERLAYER SLIP | 67 | 71% | 4% | 54 |
2 | SHEAR CONNECTORS | 48 | 72% | 3% | 38 |
3 | SHEAR CONNECTION | 40 | 70% | 3% | 33 |
4 | DEFORMABLE SHEAR CONNECTION | 30 | 84% | 1% | 16 |
5 | HEADED STUD | 21 | 90% | 1% | 9 |
6 | STUD SHEAR CONNECTORS | 15 | 68% | 1% | 13 |
7 | PREFABRICATED SLABS | 14 | 100% | 1% | 7 |
8 | PARTIAL SHEAR CONNECTION | 13 | 61% | 1% | 14 |
9 | CRACK CONTROL | 13 | 80% | 1% | 8 |
10 | FULL DEPTH PRECAST | 12 | 86% | 0% | 6 |
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 | STEEL AND COMPOSITE STRUCTURES | 7 | 11% | 5% | 64 |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
State of the art on the time-dependent behaviour of composite steel-concrete structures | 2013 | 6 | 81 | 74% |
Experimental study of Perfobond shear connectors in composite construction | 2013 | 1 | 4 | 100% |
Static behavior of stud shear connectors in elastic concrete-steel composite beams | 2015 | 0 | 5 | 100% |
Test of shear transfer enhancement in symmetric cold-formed steel-concrete composite beams | 2009 | 1 | 14 | 93% |
Progress in structural engineering and materials: Concrete construction - Precast concrete bridge systems optimization | 2007 | 0 | 5 | 80% |
Parametric study of composite beam-column connections using 3D finite element modelling | 2014 | 0 | 12 | 42% |
A review of headed-stud design criteria in the sixth edition of the PCI Design Handbook | 2007 | 0 | 6 | 50% |
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 | PROCAM | 14 | 57% | 1.2% | 16 |
2 | ARCHITECTURE CONSTRUCT STRUCT | 8 | 45% | 1.1% | 14 |
3 | BRIDGE OFF | 5 | 63% | 0.4% | 5 |
4 | INFRASTRUCT ENGN SAFETY | 4 | 13% | 2.1% | 27 |
5 | CIVIL URBAN SYST ENGN | 3 | 100% | 0.2% | 3 |
6 | CIVIL URBAN GEOSYST | 3 | 50% | 0.3% | 4 |
7 | THEORY STRUCT | 3 | 50% | 0.3% | 4 |
8 | DIPARTIMENTO PROGETTAZ COSTRUZ AMBIENTE | 3 | 42% | 0.4% | 5 |
9 | CIVIL MIN ENVIRONM | 2 | 67% | 0.2% | 2 |
10 | CORP TECH MANAGEMENT | 2 | 67% | 0.2% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000122844 | PATCH LOADING//CORRUGATED WEB//LONGITUDINAL STIFFENERS |
2 | 0.0000118283 | LIVE LOADS//INTEGRAL ABUTMENT//INTEGRAL ABUTMENT BRIDGE |
3 | 0.0000112803 | INSULATED PANELS//SANDWICH WALL PANELS//CIVIL CONSTRUCT ENGN ARCHITECTURE |
4 | 0.0000108618 | COMPOSITE COLUMNS//ELLIPTICAL HOLLOW SECTIONS//CONCRETE FILLED STEEL TUBES |
5 | 0.0000075312 | PCI JOURNAL//TRANSFER LENGTH//PRESTRESSED CONCRETE |
6 | 0.0000074219 | JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC//COMPONENT METHOD |
7 | 0.0000069457 | STAY IN PLACE FORM//FRP BRIDGE DECK//COMPOSITE CONSTRUCT |
8 | 0.0000065186 | ADHESIVE ANCHORS//CONCRETE CORES//POST INSTALLED |
9 | 0.0000061621 | LATERAL TORSIONAL BUCKLING//CELLULAR BEAM//WEB DISTORTION |
10 | 0.0000057872 | FRAMED TUBE//CONTINUOUS CONNECTION METHOD//STIFFENING BEAM |