Issue 54
F. Brandão et alii, Frattura ed Integrità Strutturale, 54 (2020) 66-87; DOI: 10.3221/IGF-ESIS.54.05
P ROPOSED METHODOLOGY
Analyzed structure n this study, a 2D building (Fig. 2) with structure predominantly in steel adapted from [33] is utilized. The building consists of 10 floors, where the height of the first and second floor are 3.65 m and 5.49 m, respectively. The remaining floors have a height of 3.96 m, which totals 40.82 m. The base has five spans of 9.15 m each, totaling 45.75 m in length. Fig. 2 (a) shows the building with dimensions and profiles used, while Fig. 2 (b) shows the numbering of nodes and the bars. The building has 66 nodes with 3 DOF each, totaling 198 DOF, 110 elements and the base nodes that correspond to nodes 1 to 6 are fixed in the ground. I
Figure 2: 2D Steel building: (a) W shape of structural elements and dimensions; (b) numbering of nodes and bars.
Considering that the structure of the building is predominantly in steel, for all 110 elements of the structure, the properties of the material E=200 GPa, ρ =7850 kg/m 3 and ν =0.3 were attributed. The other properties required for the analysis, Inertia Moment, I, and cross-sectional area, A, are shown in Tab. 1:
W Shape
Member number
Area (m 2 )
Inertia moment (m 4 )
Structural Element type
W360x744
1,2,11,12,21,22,31,32,41,42,51,52
9.48x10 -2
3.42x10 -3
W360x677
3,4,13,14,23,24,33,34,43,44,53,54
8.65x10 -2
2.99x10 -3
2.26x10 -3
Column
W360x551
5,6,15,16,25,26,35,36,45,46,55,56
7.03x10 -2
W360x421
7,8,17,18,27,28,37,38,47,48,57,58
5.37x10 -2
1.60x10 -3
W360x382
9,10,19,20,29,30,39,40,49,50,59,60 61,62,63,64,65,66,67,68,69,70,71,72, 73,74,75 76,77,78,79,80,81,82,83,84,85,86,87, 88,89,90,91,92,93,94,95
4.88x10 -2
1.42x10 -3
3.03x10
4.06x10 -3
W920x238
-2
W920x201
2.56x10
3.25x10 -3
-2
Beam
W760x147
96,97,98,99,100
1.88x10 -2
1.66x10 -3
W690x125
101,102,103,104,105
1.60x10 -2
1.19x10 -3
W610x101
106,107,108,109,110 7.62x10 -4 Table 1: Properties of structural elements of 2D steel building. 1.30x10 -2
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