Table 10 Design parameters and limitations for different codes.

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

Code

Frequency limit

Acceleration limit

Vertical (Hz)

Horizontal (Hz)

Vertica (m/s2)

Horizontal (m/s2)

EN0343

1st order:1.25–2.3

2nd order: 2.5–4.6

0.5–1.2

Max: <0.5

Mean: 0.5–1.0

Min: 1.0–2.5 Unacceptable: > 2.5

Max: <0.1

Mean: 0.1–0.3

Min: 0.3–0.8 Unacceptable: > 0.8

Technical Standard for Human Comfort of the Floor Vibration 44

>3

>1.2

Enclosed corridor:

<0.15

Unenclosed corridor:

<0.5

<0.1

Technical Specification for Steel Structure of Tall Building45

>3

 

Flat, office

0.07

(<2 Hz)

Office, hotel: <0.28

0.05

(≥ 4 Hz)

Shopping center and indoor corridor

0.22

(<2 Hz)

Houses, flats: <0.2

0.15

(≥ 4 Hz)