Table 8 Coupled wind and pedestrian loading conditions.

From: Dynamic response and vibration suitability analysis of the large-span double-connected structure under coupled wind and pedestrian loads

Loading condition

Angle of wind

Crowd density (person/m2)

Pedestrian to structural mass ratio (%)

1

0°

0.1

0.62

2

0.2

1.24

3

0.3

1.86

4

0.4

2.48

5

0.5

3.10

6

45°

0.1

0.62

7

0.2

1.24

8

0.3

1.86

9

0.4

2.48

10

0.5

3.10

11

90°

0.1

0.62

12

0.2

1.24

13

0.3

1.86

14

0.4

2.48

15

0.5

3.10

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