Class information for:
Level 1: WEIGHTED GENETIC PROGRAMMING//MINIMUM FLEXURAL REINFORCEMENT//WATER CEMENTITIOUS MATERIAL RATIO

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
17394 538 23.5 42%


Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)


ID, lev.
above		 Publications Label for level above
41 31458 CEMENT AND CONCRETE RESEARCH//CONSTRUCTION & BUILDING TECHNOLOGY//CEMENT & CONCRETE COMPOSITES

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 WEIGHTED GENETIC PROGRAMMING Author keyword 8 100% 1% 5
2 MINIMUM FLEXURAL REINFORCEMENT Author keyword 4 75% 1% 3
3 WATER CEMENTITIOUS MATERIAL RATIO Author keyword 4 75% 1% 3
4 ASEISMIC ABILITY Author keyword 2 67% 0% 2
5 CIRCULAR RC COLUMN Author keyword 2 67% 0% 2
6 CONSTRUCT OCCUPAT HLTH SAFETY Address 2 67% 0% 2
7 CURVED CONTINUOUS GIRDER Author keyword 2 67% 0% 2
8 LONG GAUGE FIBER OPTIC SENSORS Author keyword 2 67% 0% 2
9 NORMAL AND HIGH STRENGTH CONCRETE Author keyword 2 67% 0% 2
10 28 DAY COMPRESSIVE STRENGTH Author keyword 1 100% 0% 2

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 WEIGHTED GENETIC PROGRAMMING 8 100% 1% 5 Search WEIGHTED+GENETIC+PROGRAMMING Search WEIGHTED+GENETIC+PROGRAMMING
2 MINIMUM FLEXURAL REINFORCEMENT 4 75% 1% 3 Search MINIMUM+FLEXURAL+REINFORCEMENT Search MINIMUM+FLEXURAL+REINFORCEMENT
3 WATER CEMENTITIOUS MATERIAL RATIO 4 75% 1% 3 Search WATER+CEMENTITIOUS+MATERIAL+RATIO Search WATER+CEMENTITIOUS+MATERIAL+RATIO
4 ASEISMIC ABILITY 2 67% 0% 2 Search ASEISMIC+ABILITY Search ASEISMIC+ABILITY
5 CIRCULAR RC COLUMN 2 67% 0% 2 Search CIRCULAR+RC+COLUMN Search CIRCULAR+RC+COLUMN
6 CURVED CONTINUOUS GIRDER 2 67% 0% 2 Search CURVED+CONTINUOUS+GIRDER Search CURVED+CONTINUOUS+GIRDER
7 LONG GAUGE FIBER OPTIC SENSORS 2 67% 0% 2 Search LONG+GAUGE+FIBER+OPTIC+SENSORS Search LONG+GAUGE+FIBER+OPTIC+SENSORS
8 NORMAL AND HIGH STRENGTH CONCRETE 2 67% 0% 2 Search NORMAL+AND+HIGH+STRENGTH+CONCRETE Search NORMAL+AND+HIGH+STRENGTH+CONCRETE
9 28 DAY COMPRESSIVE STRENGTH 1 100% 0% 2 Search 28+DAY+COMPRESSIVE+STRENGTH Search 28+DAY+COMPRESSIVE+STRENGTH
10 APPROXIMATE STRUCTURAL ANALYSIS 1 100% 0% 2 Search APPROXIMATE+STRUCTURAL+ANALYSIS Search APPROXIMATE+STRUCTURAL+ANALYSIS

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 OPERATION TREES 8 100% 1% 5
2 CIRCULAR SILOS 6 100% 1% 4
3 GENETIC OPERATION TREES 3 100% 1% 3
4 CEMENT RATIO LAW 2 67% 0% 2
5 INTERSTICE 2 67% 0% 2
6 ULTRASONIC PULSE VELOCITY 2 19% 1% 8
7 DIFFERENT ANN TECHNIQUES 1 50% 0% 2
8 SERVICE LOAD 1 50% 0% 2
9 CONCRETE STRENGTH 1 16% 1% 7
10 CRITICAL SUBMERGENCE 1 22% 1% 4

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
Assessment of the CO2 emission and cost reduction performance of a low-carbon-emission concrete mix design using an optimal mix design system 2013 1 6 50%
Estimation of concrete compressive strength by a fuzzy logic model 2013 1 10 20%

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 OCCUPAT HLTH SAFETY 2 67% 0.4% 2
2 GANG NAM GU 1 100% 0.4% 2
3 CONCRETE TECHNOL 1 15% 0.9% 5
4 ECOL HAZARD MITIGAT ENGN EARCHING 1 33% 0.4% 2
5 ENGN ACHITECTURE 1 50% 0.2% 1
6 ORT LEISURE MANAGEMENT 1 50% 0.2% 1
7 QESHM INT BRANCH 1 50% 0.2% 1
8 SHENGYANG AUTOMAT 1 50% 0.2% 1
9 ECOL HAZARD MITIGAT ENGN 1 25% 0.4% 2
10 MAT CIVIL ENGN 1 25% 0.4% 2

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000250237 HIGHEST P TIGE SCI PROFESS FDN//LEIGHTON BUZZARD SAND//TIME DOMAIN GROUND MOTION PARAMETERS
2 0.0000182603 CURING MEDIUM//TECH ENGN SCI//CONCRETE COMPOSITE
3 0.0000136195 ADHESIVE ANCHORS//CONCRETE CORES//POST INSTALLED
4 0.0000118301 AGGREGATE ABSORPTION//THERMO PHYSICAL PROCESS//CONCRETE POROSITY
5 0.0000110033 IMPACT ECHO//IMPACT ECHO METHOD//SIBIE
6 0.0000093976 SELF CONSOLIDATING CONCRETE//SELF COMPACTING CONCRETE//FRESH CONCRETE
7 0.0000090520 AUTOGENOUS SHRINKAGE//INTERNAL CURING//EARLY AGE CONCRETE
8 0.0000086483 SECCIO INTELLIGENCIA ARTIFICIAL//INTEGRATED SENSORY INTELLIGENT SYSTEM//ALTANA CHAIR BIOINFORMAT INFORMAT MIN
9 0.0000079192 LIGHTWEIGHT CONCRETE//BLDG TECHNOL CONSTRUCT MANAGEMENT//LIGHTWEIGHT AGGREGATE
10 0.0000074860 RUBBERIZED CONCRETE//RUBBER AGGREGATES//CRUMB RUBBER