Class information for:
Level 1: PERPENDICULAR TO GRAIN//ASYMMETRIC FOUR POINT BENDING TEST//TIMBER CONCRETE COMPOSITE

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
8676 1160 20.3 32%


Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)


ID, lev.
above		 Publications Label for level above
186 20841 MATERIALS SCIENCE, PAPER & WOOD//FOREST PRODUCTS JOURNAL//WOOD AND FIBER SCIENCE

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 PERPENDICULAR TO GRAIN Author keyword 23 86% 1% 12
2 ASYMMETRIC FOUR POINT BENDING TEST Author keyword 13 80% 1% 8
3 TIMBER CONCRETE COMPOSITE Author keyword 12 59% 1% 13
4 DOWEL TYPE FASTENERS Author keyword 9 83% 0% 5
5 CHRISTIAN DOPPLER FUNDAMENTALS WOOD MACHINING Address 7 46% 1% 11
6 TIMBER CONSTRUCTION Author keyword 6 26% 2% 19
7 CORRECTION CRACK LENGTH Author keyword 6 100% 0% 4
8 OFF AXIS TENSION TEST Author keyword 6 100% 0% 4
9 BROOKS FO T PROD Address 5 36% 1% 12
10 WOOD MECHANICS Author keyword 5 54% 1% 7

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 PERPENDICULAR TO GRAIN 23 86% 1% 12 Search PERPENDICULAR+TO+GRAIN Search PERPENDICULAR+TO+GRAIN
2 ASYMMETRIC FOUR POINT BENDING TEST 13 80% 1% 8 Search ASYMMETRIC+FOUR+POINT+BENDING+TEST Search ASYMMETRIC+FOUR+POINT+BENDING+TEST
3 TIMBER CONCRETE COMPOSITE 12 59% 1% 13 Search TIMBER+CONCRETE+COMPOSITE Search TIMBER+CONCRETE+COMPOSITE
4 DOWEL TYPE FASTENERS 9 83% 0% 5 Search DOWEL+TYPE+FASTENERS Search DOWEL+TYPE+FASTENERS
5 TIMBER CONSTRUCTION 6 26% 2% 19 Search TIMBER+CONSTRUCTION Search TIMBER+CONSTRUCTION
6 CORRECTION CRACK LENGTH 6 100% 0% 4 Search CORRECTION+CRACK+LENGTH Search CORRECTION+CRACK+LENGTH
7 OFF AXIS TENSION TEST 6 100% 0% 4 Search OFF+AXIS+TENSION+TEST Search OFF+AXIS+TENSION+TEST
8 WOOD MECHANICS 5 54% 1% 7 Search WOOD+MECHANICS Search WOOD+MECHANICS
9 TIMBER JOINT 5 47% 1% 8 Search TIMBER+JOINT Search TIMBER+JOINT
10 WOOD RAYS 5 63% 0% 5 Search WOOD+RAYS Search WOOD+RAYS

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 DOWEL TYPE FASTENERS 26 100% 1% 11
2 DATA REDUCTION SCHEME 23 100% 1% 10
3 WOOD FRACTURE 17 70% 1% 14
4 TIMBER CONNECTIONS 15 82% 1% 9
5 CRACK PROPAGATION SYSTEM 13 80% 1% 8
6 WOODEN STRUCTURES 12 86% 1% 6
7 CLEAR WOOD 11 67% 1% 10
8 TIMBER JOINTS 11 67% 1% 10
9 WOOD CONCRETE 11 100% 1% 6
10 STATIC AXIAL FORCE 9 83% 0% 5

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 WOOD SCIENCE 2 13% 1% 12

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
State of the Art on Timber-Concrete Composite Structures: Literature Review 2011 17 22 91%
Non-linear finite element modelling of the structural behaviour of screwed timber-to-concrete composite connections 2013 6 32 78%
Fracture behaviour of wood and its composites. A review COST Action E35 2004-2008: Wood machining - micromechanics and fracture 2009 19 23 78%
Influence of test specimen on experimental characterization of timber-concrete composite joints 2010 9 5 100%
Prediction of bending load capacity of timber beams using a finite element method simulation of knots and grain deviation 2011 6 7 100%
Innovative steel connections for the retrofit of timber floors in ancient buildings: A numerical investigation 2009 9 2 100%
The structural optimization of trees 1998 26 3 67%
Fracture of solid wood: A review of structure and properties at different length scales 2003 16 23 96%
Influence of the moisture content on the fracture characteristics of welded wood joint. Part 2: Mode II fracture 2013 2 8 63%
Fracture of wood composites and wood-adhesive joints: A comparative review 2004 12 19 74%

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 CHRISTIAN DOPPLER FUNDAMENTALS WOOD MACHINING 7 46% 0.9% 11
2 BROOKS FO T PROD 5 36% 1.0% 12
3 ARCHITECTURE DESIGN URBAN PLANNING 5 30% 1.2% 14
4 ENGN MADEIRAS 5 63% 0.4% 5
5 ARCHITECTURAL URBAN DESIGN 2 67% 0.2% 2
6 AVENUES GSU 2 67% 0.2% 2
7 BRIDGE STRUCT DESIGN ENGN 2 67% 0.2% 2
8 LEHRSTUHL TRAGKONSTRUKT 2 67% 0.2% 2
9 NAT PROD OURCE ENGN 2 50% 0.3% 3
10 BLDG MAT WOOD PHYS 2 31% 0.4% 5

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000251708 WOOD WELDING//CHAMPENOUX//DOWEL WELDING
2 0.0000202500 WOOD STRUCTURES//SHEAR WALLS//LATERAL PERFORMANCE
3 0.0000186752 GLUED IN RODS//HARDWOOD DOWEL//HYDROXYMETHYLATED RESORCINOL
4 0.0000180966 PHYSISPORINUS VITREUS//GRP WOOD PROTECT BIOTECHNOL//BIOINCISING
5 0.0000169672 WOOD SCI FURNITURE DESIGN//BENDING MOMENT RESISTANCE//CASE TYPE FURNITURE
6 0.0000161884 FLEXURAL VIBRATION TEST//COEFFICIENT OF DAMPING//ROUND TIMBER
7 0.0000139954 COOLING SET//WATER SWOLLEN WOOD//MECHANO SORPTION
8 0.0000108117 IN PLANE SHEAR MODULUS//IOSIPESCU SPECIMEN//IOSIPESCU
9 0.0000097786 CHARRING RATE//ISO FIRE EXPOSURE//GYPSUM PLASTERBOARD
10 0.0000060368 INTERLAMINAR FRACTURE//INTERLAMINAR FRACTURE TOUGHNESS//MODE II