Issue 48

M. L. Puppio et alii, Frattura ed Integrità Strutturale, 48 (2019) 706-739; DOI: 10.3221/IGF-ESIS.48.66

A PPENDIX

A.1 - Parametric analysis of a connection system with dissipative links, results.

Linear Dynamic

Non-linear Dynamic

Case

V eb,x%

V eb,y%

V eb,x%

V eb,y%

M0 M1 M2 M3 M4 M5

15% 17% 19% 22% 30% 46%

14% 16% 18% 20% 27% 40%

16% 17% 20% 23% 32% 45%

14% 17% 19% 22% 28% 43%

Table A.1. 1: Percentage of share at the base of the existing structure

Linear Dynamic

Case

[mm]

[mm]

[mm]

Δ 1

Δ 2

δ MAX

M0

1.085

1.080

2.132

M1

1.379

1.450

2.829

M2

1.249

1.392

2.641

M3

1.350

1.597

2.947

M4

1.772

2.231

4.003

M5

2.939

3.447

6.386

Table A.1. 2: Displacements - Linear Analysis

Non-Linear Dynamic

Case

[mm]

[mm]

[mm]

Δ 1

Δ 2

δ MAX

M0

1.085

1.080

2.132

M1

1.379

1.450

2.829

M2

1.249

1.392

2.641

M3

1.350

1.597

2.947

M4

1.772

2.231

4.003

M5

2.939

3.447

6.386

Table A.1. 3: Displacements – Non-Linear Analysis

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