Flexural and shear design of frp plated rc structures using a genetic algorithm

Journal of Structural Engineering

Volumn 135, Issue 11, 2009, Pages 1418-1429

  Perera, Ricardo ^a   Varona, Francisco B ^b  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

^b UNIVERSITY OF ALICANTE   (Spain)

Author keywords

Computation; Fiber reinforced polymers; Guideline; Optimization; Reinforced concrete

Indexed keywords

COMPARATIVE STUDIES; COMPUTATION; DESIGN CODES; DESIGN GUIDELINES; DESIGN PROCEDURE; DESIGN VARIABLES; DISCRETE OPTIMIZATION; EUROCODES; FIBER REINFORCED POLYMERS; FRP REINFORCEMENT; GUIDELINE; MATERIAL COST; OPTIMIZATION ROUTINE; RC BEAMS; RC STRUCTURE; SERVICEABILITY LIMIT STATE; SHEAR BEHAVIOR; SHEAR DESIGN; ULTIMATE LIMIT STATE;

BUILDING MATERIALS; CONCRETE BUILDINGS; FIBER REINFORCED PLASTICS; GENETIC ALGORITHMS; OPTIMIZATION; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT;

STRUCTURAL DESIGN;

EID: 70350053266     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2009)135:11(1418)     Document Type: Article

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