Class information for:
Level 1: PLASTIC SHELLS//UNDERWATER STRUCTURES//LEAST WEIGHT DESIGN

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
31685 119 19.6 25%


Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)


ID, lev.
above		 Publications Label for level above
1404 7576 TOPOLOGY OPTIMIZATION//STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION//STRUCTURAL OPTIMIZATION

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 PLASTIC SHELLS Author keyword 4 75% 3% 3
2 UNDERWATER STRUCTURES Author keyword 1 29% 3% 4
3 LEAST WEIGHT DESIGN Author keyword 1 50% 1% 1
4 LIMIT ANALYSIS CONSTRAINTS Author keyword 1 50% 1% 1
5 MISES YIELD CONDITION Author keyword 1 50% 1% 1
6 COLLAPSE BEHAVIOUR Author keyword 1 29% 2% 2
7 ELASTO PLASTIC STRUCTURES Author keyword 0 25% 1% 1
8 BELLMAN OPTIMALITY PRINCIPLE Author keyword 0 20% 1% 1
9 CIVIL ENGN ARCHITECTURAL SCI Address 0 20% 1% 1
10 EERO SAARINEN Author keyword 0 13% 1% 1

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 PLASTIC SHELLS 4 75% 3% 3 Search PLASTIC+SHELLS Search PLASTIC+SHELLS
2 UNDERWATER STRUCTURES 1 29% 3% 4 Search UNDERWATER+STRUCTURES Search UNDERWATER+STRUCTURES
3 LEAST WEIGHT DESIGN 1 50% 1% 1 Search LEAST+WEIGHT+DESIGN Search LEAST+WEIGHT+DESIGN
4 LIMIT ANALYSIS CONSTRAINTS 1 50% 1% 1 Search LIMIT+ANALYSIS+CONSTRAINTS Search LIMIT+ANALYSIS+CONSTRAINTS
5 MISES YIELD CONDITION 1 50% 1% 1 Search MISES+YIELD+CONDITION Search MISES+YIELD+CONDITION
6 COLLAPSE BEHAVIOUR 1 29% 2% 2 Search COLLAPSE+BEHAVIOUR Search COLLAPSE+BEHAVIOUR
7 ELASTO PLASTIC STRUCTURES 0 25% 1% 1 Search ELASTO+PLASTIC+STRUCTURES Search ELASTO+PLASTIC+STRUCTURES
8 BELLMAN OPTIMALITY PRINCIPLE 0 20% 1% 1 Search BELLMAN+OPTIMALITY+PRINCIPLE Search BELLMAN+OPTIMALITY+PRINCIPLE
9 EERO SAARINEN 0 13% 1% 1 Search EERO+SAARINEN Search EERO+SAARINEN
10 INTERNAL SUPPORT 0 10% 1% 1 Search INTERNAL+SUPPORT Search INTERNAL+SUPPORT

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 UNIFORM STRENGTH 4 75% 3% 3
2 POST YIELD RANGE 3 100% 3% 3
3 CONSTANT THICKNESS 2 36% 3% 4
4 FUNICULAR ARCHES 1 100% 2% 2
5 OPTIMAL SPHERICAL CUPOLA 1 50% 2% 2
6 SELFWEIGHT 1 50% 2% 2
7 PLANE PRAGER STRUCTURES 1 50% 1% 1
8 PLASTIC CONICAL SHELLS 1 50% 1% 1
9 RIGID PLASTIC STRUCTURES 1 50% 1% 1
10 VON MISES MATERIAL 1 50% 1% 1

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
OPTIMAL STRUCTURAL DESIGN OF SHELLS - A SURVEY 1985 19 15 40%

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 CIVIL ENGN ARCHITECTURAL SCI 0 20% 0.8% 1
2 PROGRAMMA ENGN MECAN 0 100% 0.8% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000206143 UMR C5521//SUPPORT POSITION OPTIMIZATION//STATICALLY DETERMINATE BEAMS
2 0.0000162863 SUBMARINE PRESSURE HULL//BARRELLED SHELL//EXTERNAL PRESSURE
3 0.0000156765 OPTIMAL COLUMNS//OPTIMAL SHAPE//BIMODAL OPTIMIZATION
4 0.0000103684 PRESTRESSED STAYED COLUMNS//CABLE SUPPORTED STRUCTURE//TURBINE VALVE
5 0.0000085030 EXCELLENCE FUNDAMENTAL STUDIES STRUCT ENGN//TRUSS STRUCTURES//STRUCTURAL OPTIMIZATION
6 0.0000081746 TOPOLOGY OPTIMIZATION//STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION//TOPOLOGICAL DERIVATIVE
7 0.0000075050 BLAST LOAD//BLAST LOADS//BLAST LOADING
8 0.0000075030 MODULARIZED STRUCTURE//LUMPED DAMAGE MECHANICS//ADAPTIVELY SHIFTED INTEGRATION TECHNIQUE
9 0.0000064420 BUCKLE PROPAGATION//OVALIZATION//SANDWICH PIPES
10 0.0000061238 SHAKEDOWN//SHAKEDOWN ANALYSIS//LIMIT ANALYSIS