1 Kvočák, V., "The composite section analysis of encased beams with closed shape. BicникHaцioнaльнoгo yнiвepcитeтy Львiвcькa пoлiтexнiкa" 756 : 135-139, 2013
2 Foraboschi, P., "Structural layout that takes full advantage of the capabilities and opportunities aff orded by two-way RC floors, coupled with the selection of the best technique, to avoid serviceability failures" 70 : 387-418, 2016
3 Leng, J., "Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints" 85 : 271-290, 2014
4 Paolo Foraboschi, "Predictive Formulation for the Ultimate Combinations of Axial Force and Bending Moment Attainable by Steel Members" 한국강구조학회 20 (20): 705-724, 2020
5 Lee, J., "Optimum design of cold-formed steel channel beams using micro Genetic Algorithm" 27 (27): 17-24, 2005
6 Hsu, C. T. T., "New composite beams having cold-formed steel joists and concrete slab" 71 : 187-200, 2014
7 Dinis, P. B., "Local/distortional mode interaction in cold-formed steel lipped channel beams" 48 (48): 771-785, 2010
8 Foraboschi, P., "Lateral load-carrying capacity of steel columns with fixed-roller end supports" 26 : 100879-, 2019
9 Tahir, M. M., "Influence of shear connector size on ultimate strength in composite construction with cold-formed steel channel lipped section" 3 (3): 1-10, 2016
10 T. Valsa Ipe, "Flexural behavior of cold-formed steel concrete composite beams" 국제구조공학회 14 (14): 105-120, 2013
1 Kvočák, V., "The composite section analysis of encased beams with closed shape. BicникHaцioнaльнoгo yнiвepcитeтy Львiвcькa пoлiтexнiкa" 756 : 135-139, 2013
2 Foraboschi, P., "Structural layout that takes full advantage of the capabilities and opportunities aff orded by two-way RC floors, coupled with the selection of the best technique, to avoid serviceability failures" 70 : 387-418, 2016
3 Leng, J., "Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints" 85 : 271-290, 2014
4 Paolo Foraboschi, "Predictive Formulation for the Ultimate Combinations of Axial Force and Bending Moment Attainable by Steel Members" 한국강구조학회 20 (20): 705-724, 2020
5 Lee, J., "Optimum design of cold-formed steel channel beams using micro Genetic Algorithm" 27 (27): 17-24, 2005
6 Hsu, C. T. T., "New composite beams having cold-formed steel joists and concrete slab" 71 : 187-200, 2014
7 Dinis, P. B., "Local/distortional mode interaction in cold-formed steel lipped channel beams" 48 (48): 771-785, 2010
8 Foraboschi, P., "Lateral load-carrying capacity of steel columns with fixed-roller end supports" 26 : 100879-, 2019
9 Tahir, M. M., "Influence of shear connector size on ultimate strength in composite construction with cold-formed steel channel lipped section" 3 (3): 1-10, 2016
10 T. Valsa Ipe, "Flexural behavior of cold-formed steel concrete composite beams" 국제구조공학회 14 (14): 105-120, 2013
11 Bamaga, S. O., "Feasibility of developing composite action between concrete and cold-formed steel beam" 20 (20): 3689-3696, 2013
12 Ye, J., "Experimental investigation of local-fl exural interactive buckling of cold-formed steel channel columns" 125 : 245-258, 2018
13 Ma, W., "Cross-sectional optimization of cold-formed steel channels to Eurocode 3" 101 : 641-651, 2015
14 Youssef Kamal, A., "Cold-formed steel u-section encased in simple support reinforced concrete beam" 3 (3): 2456-1479, 2017
15 Iman Faridmehr, "Behaviour and Design of Cold-Formed Steel C-Sections with Cover Plates under Bending" 한국강구조학회 16 (16): 587-600, 2016
16 Alhajri, T. M., "Behavior of pre-cast U-shaped composite beam integrating cold-formed steel with ferro-cement slab" 102 : 18-29, 2016
17 Nadim Wehbe, "Behavior of Concrete/Cold Formed Steel Composite Beams: Experimental Development of a Novel Structural System" 한국콘크리트학회 7 (7): 51-59, 2013