Class information for:
Level 1: REINFORCED CONCRETE SECTIONS//BIAXIAL BENDING//SPUN CONCRETE

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
20117 412 18.1 26%


Bar chart of Publication_year

Last years might be incomplete

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 REINFORCED CONCRETE SECTIONS Author keyword 9 83% 1% 5
2 BIAXIAL BENDING Author keyword 8 25% 7% 27
3 SPUN CONCRETE Author keyword 3 50% 1% 4
4 COMPOSITE CROSS SECTIONS Author keyword 3 60% 1% 3
5 DESIGN ABACUS Author keyword 2 67% 0% 2
6 PARAMETRIC EXPERIMENTAL STUDY Author keyword 2 67% 0% 2
7 SYST ENGN COMP COIMBRA INESC COIMBRA Address 2 67% 0% 2
8 ULTIMATE RESISTING CAPACITY Author keyword 2 67% 0% 2
9 KERN Author keyword 2 50% 1% 3
10 ULTIMATE STRENGTH ANALYSIS Author keyword 2 43% 1% 3

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 REINFORCED CONCRETE SECTIONS 9 83% 1% 5 Search REINFORCED+CONCRETE+SECTIONS Search REINFORCED+CONCRETE+SECTIONS
2 BIAXIAL BENDING 8 25% 7% 27 Search BIAXIAL+BENDING Search BIAXIAL+BENDING
3 SPUN CONCRETE 3 50% 1% 4 Search SPUN+CONCRETE Search SPUN+CONCRETE
4 COMPOSITE CROSS SECTIONS 3 60% 1% 3 Search COMPOSITE+CROSS+SECTIONS Search COMPOSITE+CROSS+SECTIONS
5 DESIGN ABACUS 2 67% 0% 2 Search DESIGN+ABACUS Search DESIGN+ABACUS
6 PARAMETRIC EXPERIMENTAL STUDY 2 67% 0% 2 Search PARAMETRIC+EXPERIMENTAL+STUDY Search PARAMETRIC+EXPERIMENTAL+STUDY
7 ULTIMATE RESISTING CAPACITY 2 67% 0% 2 Search ULTIMATE+RESISTING+CAPACITY Search ULTIMATE+RESISTING+CAPACITY
8 KERN 2 50% 1% 3 Search KERN Search KERN
9 ULTIMATE STRENGTH ANALYSIS 2 43% 1% 3 Search ULTIMATE+STRENGTH+ANALYSIS Search ULTIMATE+STRENGTH+ANALYSIS
10 ARAMID COMPOSITE CABLES 1 100% 0% 2 Search ARAMID+COMPOSITE+CABLES Search ARAMID+COMPOSITE+CABLES

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 BUILDINGS ACI 318 11 54% 3% 14
2 DESIGN CODE 7 44% 3% 12
3 REINFORCED CONCRETE SECTIONS 5 55% 1% 6
4 REINFORCED CONCRETE COLUMN 3 60% 1% 3
5 ACI 318 2 67% 0% 2
6 REINFORCED CONCRETE COLUMNS 2 10% 5% 20
7 ULTIMATE STRENGTH ANALYSIS 2 40% 1% 4
8 RC COLUMNS 2 12% 4% 15
9 MOMENT DIAGRAM 1 100% 0% 2
10 ECCENTRIC COMPRESSION 1 40% 0% 2

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
DESIGN TRENDS FOR CONCRETE BRIDGE PIERS 1986 5 1 100%

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 SYST ENGN COMP COIMBRA INESC COIMBRA 2 67% 0.5% 2
2 BINLADIN CHAIR QUAL PROD IMPROVEMENT CONSTR 1 50% 0.2% 1
3 BUILT ENVIRONM CIVIL ENVIRONM SUSTAINABLE ENGN 1 50% 0.2% 1
4 INGN STRUCT 1 50% 0.2% 1
5 S CONCRETE CONSTRUCT CHEM 1 50% 0.2% 1
6 STRENGTH MAT ENGN MECH 1 50% 0.2% 1
7 STRUCT S 1 50% 0.2% 1
8 CONCRETE TECHNOL STRUCT BEHAV EST 1 25% 0.5% 2
9 BRIDGE TUNNEL MARINE STRUCT 0 33% 0.2% 1
10 CIVIL SURV ENVIRONM ENGN 0 33% 0.2% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000269486 COMPOSITE COLUMNS//ELLIPTICAL HOLLOW SECTIONS//CONCRETE FILLED STEEL TUBES
2 0.0000199562 CONCRETE COLUMNS//CONFINEMENT//CONFINED CONCRETE
3 0.0000189598 SHORING//FALSEWORK//CIRCULAR PRESTRESSING
4 0.0000104151 PCI JOURNAL//TRANSFER LENGTH//PRESTRESSED CONCRETE
5 0.0000079666 ACI STRUCTURAL JOURNAL//DEEP BEAMS//REINFORCED CONCRETE
6 0.0000062850 CONSISTENTLY LINEARIZED EIGENPROBLEM//IMPERFECTION INSENSITIVITY//HILLTOP BUCKLING
7 0.0000055804 JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH//ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC//COMPONENT METHOD
8 0.0000055575 INSULATED PANELS//SANDWICH WALL PANELS//CIVIL CONSTRUCT ENGN ARCHITECTURE
9 0.0000054698 DEFORMED REINFORCEMENT//BOND CONCRETE TO REINFORCEMENT//SPLICE LENGTH
10 0.0000053681 PRESTRESSED STAYED COLUMNS//CABLE SUPPORTED STRUCTURE//TURBINE VALVE