1 |
Adamu, A. and Karihaloo, B.L. (1994), "Minimum cost design of reinforced concrete T-beams using DCOC. Part II: beams with uniform cross-sections", Struct. Optim., 7, 252-259.
DOI
ScienceOn
|
2 |
Andrei, N. (2013), "Another conjugate gradient algorithm with guaranteed descent and conjugacy conditions for large-scale unconstrained optimization", J Optim. Theory Appl., 159, 159-182.
DOI
ScienceOn
|
3 |
Barros, M.H.F.M., Martins, R.A.F. and Barros, A.F.M. (2005), "Cost optimization of singly and doubly reinforced beams with EC2-2001", Struct. Multidis. Optim., 30, 236-242.
DOI
|
4 |
Bonet, J.L., Barros, M.H.F.M and Romero, M.L. (2006), "Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending", Comput. Struct., 84, 2184-2193.
DOI
ScienceOn
|
5 |
Bordignon, R. and Kripka, M. (2012), "Optimum design of reinforced concrete columns subjected to uniaxial flexural compression", Comput. Concrete, 9(5), 345-358.
|
6 |
Ceranic, B. and Fryer, C. (2000), "Sensitivity analysis and optimum design curves for the minimum cost design of signgly and doubly reinforced concrete beams", Struct. Multidis. Optim., 20, 260-268.
DOI
|
7 |
Choi, B.H., Gupta, A. and Baugh, Jr., J.W. (2012), "The effects of construction related costs on the optimization of steel frames", Struct. Eng. Mech., 43(1), 31-51.
DOI
ScienceOn
|
8 |
Davis, L. (2011), Spon's Architects' and Builders' Price Book, Taylor & Francis Ltd.
|
9 |
Edward, A. (1994), High Performance Concretes and Applications, Edward Arnold, London.
|
10 |
Eurocode 2 (2005), Calcul des Structures en Beton, AFNOR , Paris, France.
|
11 |
Fedghouche, F. and Tiliouine, B. (2012), "Minimum cost design of reinforced concrete T-beams at ultimate loads using Eurocode2", Eng. Struct., 42, 43-50.
DOI
ScienceOn
|
12 |
Hager, W.W. and Zhang, H. (2006), "A survey of nonlinear conjugate gradient methods", Pacific J. Optim., 2, 35-58.
|
13 |
Kahleghi, B. and Weigel, J. (2005), "High performance concrete bridge in Washington State", Proceedings of the 7th International Symposium on Utilization of High Strength / High Performance Concrete, Farmington Hills Mich., American Concrete Institute, Mich., Publication SP-228, 1 & 2.
|
14 |
Leps, M. and Sejnoha, M. (2003), "New approach to optimization of reinforced concrete beams", Comput. Struct., 81(18-19), 1957-1966.
DOI
ScienceOn
|
15 |
Moreno, J. (1998), "High-performance concrete: economic considerations", Concrete Int., 20, 68-70.
|
16 |
Nocedal, J. and Wright, S.J. (2006), Numerical Optimization, Second Edition, Springer Verlag, New York.
|
17 |
Ozbay, E., Oztas, A. and Baykasoglu, A. (2010), "Cost optimization of high strength concretes by soft computing techniques", Comput. Concrete, 7(3), 221-237.
DOI
ScienceOn
|
18 |
Rashid, M.A. and Mansur, M.A. (2005), "Reinforced high strength concrete beams in flexure", ACI Struct. J., 3, 462-471.
|
19 |
Ozturk, H.T., Durmus, A. and Durmus, A. (2012), "Optimum design of a reinforced concrete beam using artificial bee colony algorithm", Comput. Concrete, 10(3), 295-306.
DOI
ScienceOn
|
20 |
Pratt, D.J. (2011), Fundamentals of Construction Estimating, 3rd Edition, Delmar Cengage Learning, Australia.
|
21 |
Raue, E. (2006), "Non-linear analysis of reinforced concrete cross sections by non-linear optimization", Computational Modelling of Concrete Structures EURO-C 2006, London, Balkema, UK, March.
|
22 |
Russell, H.G., Bruce, R.N. and Roller, J.J. (2002), "Fatigue and shear behavior of HPC bridge girders", Proceeding of the Sixth International Symposium on Utilization of High Strength / High Performance Concrete, Leipzig, Germany, June.
|