1 |
Ali, M.A. and White, R.N. (2001), "Automatic generation of truss model of optimal design of reinforced concrete structures", ACI Struct. J., 98(4), 431-442.
|
2 |
Bendsoe, M.P. and Kikuchi, N. (1988), "Generating optimal topologies in optimal design using a homogenization method", Comput. Meth. Appl. Mech. Eng., 71, 197-224.
DOI
ScienceOn
|
3 |
Biondini, F. and Bontempi, F. and Malerba, P.G. (2001), "Stress path adapting strut-and-tie models in cracked and uncracked R.C. elements", Struct. Eng. Mech., 12(6), 685-698.
DOI
|
4 |
Diaz, A.R. and Kikuchi, N. (1992), "Solutions to shape and topology eigenvalue optimization problems using a homogenization method", Int. J. Numer. Meth. Eng., 35, 1487-1502.
DOI
|
5 |
Haug, E.J., Choi, K.K. and Komkov, V. (1986), Design Sensitivity Analysis of Structural Systems, Academic Press, New York.
|
6 |
Lehoucq, R.B., Sorensen, D.C. and Yang, C. (1998), ARPACK Users' Guide: Solution of Large-Scale Eigenvalue Problems with Implicitly Restarted Arnoldi Methods, SIAM Publications.
|
7 |
Pedersen, N.L. (2000), "Maximization of eigenvalues using topology optimization", Struct. Multidisc. Opt., 20, 2-11.
DOI
ScienceOn
|
8 |
Schlaich, J., Schaefer, K. and Jennewein, M. (1987), "Toward a consistent design of structural concrete", PCI J., 32(3), 75-105.
DOI
|
9 |
Shankar Nair, R. (1998), "Belt truss and basements as virtual outriggers for tall buildings", Eng. J., 4, 140-146.
|
10 |
Sigmund, O. (2001), "A 99 topology optimization code written in Matlab", Struct. Multidisc. Opt., 21, 120-127.
DOI
ScienceOn
|
11 |
Stafford Smith, B., Curvellier, M., Nollet, M.J. and Mahyari, A.T. (1996), "Offset outrigger concept for tall buildings", Tall Building Structures - A World View, Council on Tall Buildings and Urban Habitat, 73-80.
|