1 |
AISC-LRFD (2001), American Institute of Steel Construction-Load and Resistance Factor Design, Manual of steel construction, Chicago, USA.
|
2 |
Dogan, E. (2014), "Solving design optimization problems via hunting search algorithm with Levy flights", Struct. Eng. Mech., 52, 351-368.
DOI
|
3 |
Eurocode 1 (2001), Actions on Structures, Part 1.3: General Sctions - Snow Loads, CEN, prEN 1991-1-3.
|
4 |
Eurocode 1 (2004), Actions on Structures, Part 1.4: General Sctions - Wind Sctions, CEN, prEN 1991-1-4.
|
5 |
FEMA-274 (1997), Nehrp Commentary On The Guidelines For The Seismic Rehabilitation Of Buildings, Federal Emergency Management Agency, Washington, USA.
|
6 |
Gandomi, A.H., Yang, X.S., Talatahari, S. and Alavi, A.H. (2013), Metaheuristic Applications in Structures and Infrastructures, Elsevier, Waltham, USA.
|
7 |
Gandomi, A.H., Yang, X.S. and Alavi, A.H. (2011), "Mixed variable structural optimization using firefly algorithm", Comput. Struct., 89(23-24), 2325-2336.
DOI
|
8 |
Gholizadeh, S. and Poorhoseini, H. (2015), "Optimum design of steel frame structures by a modified Dolphin echolocation algorithm", Struct. Eng. Mech., 55, 535-554.
DOI
|
9 |
Gholizadeh, S. (2015), "Optimal design of double layer grids considering nonlinear behaviour by sequential grey wolf algorithm", Int. J. Optim. Civil. Eng., 5, 511-523.
|
10 |
Gholizadeh, S. and Barati, H. (2014), "Topology optimization of nonlinear single layer domes by a new metaheuristic", Steel. Compos. Struct., 16, 681-701.
DOI
|
11 |
Gholizadeh, S. and Fattahi, F. (2014), "Design optimization of tall steel buildings by a modified particle swarm algorithm", Struct. Design. Tall. Spec. Build., 23, 285-301.
DOI
|
12 |
Kaveh, A. and Rezaei, M. (2015), "Optimum topology design of geometrically nonlinear suspended domes using ECBO", Struct. Eng. Mech., 56, 667-694.
DOI
|
13 |
Kaveh, A. and Mahdavi, V.R. (2014), "Colliding bodies optimization: A novel meta-heuristic method", Comput. Struct., 139, 18-27.
DOI
|
14 |
Kaveh, A. and Ilchi Ghazaan, M. (2014), "Enhanced colliding bodies optimization for design problems with continuous and discrete variables", Adv. Eng. Softw., 77, 66-75.
DOI
|
15 |
Kamyab, R. and Salajegheh, E. (2013), "Size optimization of nonlinear scallop domes by an enhanced particle swarm algorithm", Int. J. Civil. Eng., 11, 77-89.
|
16 |
Nigdeli, S.M., Bekdas, G., Kim, S. and Geem, Z.W. (2015), "A novel harmony search based optimization of reinforced concrete biaxially loaded columns", Struct. Eng. Mech., 54, 1097-1109.
DOI
|
17 |
Saka, M.P. and Kameshki, E.S. (1998), "Optimum design of nonlinear elastic framed domes", Adv. Eng. Softw., 29, 519-528.
DOI
|
18 |
Saka, M.P. and Ulker, M. (1991), "Optimum design of geometrically nonlinear space trusses", Comput. Struct., 41, 1387-1396.
DOI
|
19 |
Standard No. 400 (2010), Code of Practice for Skeletal Steel Space Structures, Office of Deputy for Strategic Supervision Bureau of Technical Execution System, Tehran, Iran.
|
20 |
Standard No. 2800 (2014), Iranian Code of Practice for Seismic Resistant Design of Buildings, 4th Edition, Road, Haousing, and Urban Development Research Center, Tehran, Iran.
|
21 |
Talatahari, S., Gandomi, A.H., Yang, X.S. and Deb, S. (2015), "Optimum design of frame structures using the eagle strategy with differential evolution", Eng. Struct., 91, 16-25.
DOI
|
22 |
Wu, J., Lu, X.Y., Li, S.C., Xu, Z.H., Li, L.P., Zhang, D.L. and Xue, Y.G. (2015a), "Parametric modeling and shape optimization of four typical Schwedler spherical reticulated shells", Struct. Eng. Mech., 56, 813-883.
DOI
|
23 |
Wu, J., Lu, X.Y., Li, S.C., Zhang, D.L., Xu, Z.H., Li, L.P. and Xue, Y.G. (2015b), "Shape optimization for partial double-layer spherical reticulated shells of pyramidal system", Struct. Eng. Mech., 55, 555-581.
DOI
|