Optimum design of reinforced concrete plane frames based on predetermined section database

CAD Computer Aided Design

Volumn 40, Issue 3, 2008, Pages 396-408

  Kwak, Hyo Gyoung ^a   Kim, Jieun ^a  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Database; Direct search method; Optimum design; Regression equation; Reinforced concrete; Section identification number

Indexed keywords

CONVERGENCE OF NUMERICAL METHODS; DATABASE SYSTEMS; OPTIMIZATION; REGRESSION ANALYSIS; REINFORCED CONCRETE; STRUCTURAL DESIGN;

DIRECT SEARCH METHOD; REGRESSION EQUATION; SECTION IDENTIFICATION NUMBER;

STRUCTURAL FRAMES;

EID: 39949085433     PISSN: 00104485     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cad.2007.11.009     Document Type: Article

References (21)

1. Ministry of Construction and Transportation. Code requirements for reinforced concrete structure. Korea Concrete Institute and Architectural Institute of Korea; 1999
2. Ministry of Science and Technology. Limit state design method for reinforced concrete structure. Korea Engineering and Consulting Association; 2004
3. American Concrete Institute. ACI manual of concrete practice part 3-2002. ACI international; 2002
4. Andre J., Siarry P., and Dognon T. An improvement of the standard genetic algorithm fighting premature convergence in continuous optimization. Advances in Engineering Software 32 (2001) 49-60
5. Belegundu A.D., and Chandrupatla T.R. Optimization concepts and applications in engineering (1999), Prentice Hall
6. Camp C.V., Pezeshk S., and Hansson H. Flexural design of reinforced concrete frames using a genetic algorithm. Journal of Structural Engineering 129 1 (2002) 105-115
7. Chan C.-M., Sherbourne A.N., and Grierson D.E. Stiffness optimization technique for 3D tall steel building frameworks under multiple lateral loadings. Engineering Structures 16 8 (1994) 570-576
8. Choi C.-K., and Kwak H.-G. Optimum RC member design with predetermined discrete sections. Journal of Structural Engineering 116 10 (1990) 2634-2655
9. Ferreira C.C., Barros M.H.F.M., and Barros A.F.M. Optimal design of reinforced concrete T-sections in bending. Engineering Structures 25 7 (2003) 951-964
10. Govindaraj V., and Ramasmy J.V. Optimum detailed design of reinforced concrete continuous beams using genetic algorithms. Computers and Structures 84 1 (2005) 34-48
11. Kamal C.S., and Adeli H. Cost optimization of concrete. Journal of Structural Engineering 124 5 (1998) 570-578
12. Lee C., and Ahn J. Flexural design of reinforced concrete frames by genetic algorithm. Journal of Structural Engineering 129 6 (2003) 762-774
13. Leps M., and Sejnoha M. New approach to optimization of reinforced concrete beams. Computers and Structures 81 19 (2003) 1957-1966
14. Nilson A.H., Darwin D., and Dolan C.W. Design of concrete structures (2003), Mc Fraw Hill
15. Park R., and Paulay T. Reinforced concrete structures (1975), John Wiley & Sons
16. Pezeshk S., Camp C.V., and Chen D. Design of nonlinear framed structures using genetic optimization. Journal of Structural Engineering 126 3 (2000) 382-388
17. Rao S.S. Engineering optimization. Theory and practice (1996), John Wiley & Sons
18. Rapiq M.Y., and Southcombe C. Genetic algorithms in optimal design and detailing of reinforced concrete biaxial columns supported by a declarative approach for capacity checking. Computers and Structures 69 4 (1998) 443-457
19. Sahab M.G., Ashour A.F., and Toropov V.V. Cost optimization of reinforced concrete flat slab buildings. Engineering Structures 27 (2004) 313-322
20. Sahab M.G., Ashour A.F., and Toropov V.V. A hybrid genetic algorithm for reinforced concrete flat slab buildings. Computers and Structures 83 (2005) 551-559
21. Smith I.M., and Griffiths D.V. Programming the finite element method (1998), John Wiley & Sons