Issue 74

E. Sharaf et alii, Fracture and Structural Integrity, 74 (2025) 262-293; DOI: 10.3221/IGF-ESIS.74.17

T FEM (sec)

Error %

Building height (m)

Storey height (m)

Frame span (m)

T equation (sec)

Model number

Number of stories

Column Dimension (m)

Beam dimension (m)

84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99

7 8 9

21 24 27 30 36 45 60 66 75 81 87 90 15 18 21 24 27 30 36 45 60 66 75 81 87 90 15 18 21 24 27 30 36 45 60 66 75 81 87 90 9 9

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7

0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8

0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8 0.8*0.8

0.292 0.293 0.345 0.348

0% 1% 1% 1% 0% 1% 1% 0% 2% 2% 2% 0% 6% 4% 1% 2% 0% 2% 0% 3% 1% 0% 0% 2% 0% 1% 0% 2% 0% 2% 0% 1% 1% 3% 1% 4% 1% 2% 0% 1% 0% 2%

0.4

0.405 0.467 0.603 1.333 1.566 1.955 2.24 2.547 2.708 0.117 0.212 0.262 0.315 0.37 0.427 0.618 0.839 1.285 1.493 1.838 2.09 2.361 2.503 0.231 0.284 0.34 0.397 0.456 0.517 0.647 0.862 1.283 1.475 2.022 2.268 2.397 0.84

10 12 15 20 22 25 27 29 30

0.47

0.6

0.83 1.34 1.56

2

2.2 2.5

2.71 0.11 0.22 0.26 0.31 0.37 0.42

3 5 6 7 8 9

100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125

10 12 15 20 22 25 27 29 30

0.488 0.488

0.6

0.83 1.28 1.49

1.8 2.1

2.34

2.5

3 5 6 7 8 9

0.126 0.128

0.23 0.29 0.34

0.4

0.45

10 12 15 20 22 25 27 29 30

0.5

0.64

0.9

1.29

1.5

1.785 1.792

2

2.26 2.35

Table 11: continued ….. Note for Table 11: (*), (**), (***) denote models with different modulus of elasticity values, specifically 25 GPa, 30 GPa, and 35 GPa, respectively.

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