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Serviceability limit state - Eurocodes

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Vibration –vertical vibrations due to<br />

walking of one person<br />

G. Hanswille<br />

Univ.-Prof. Dr.-Ing.<br />

Institute for Steel and<br />

Composite Structures<br />

University of Wuppertal-Germany<br />

F i<br />

(t)<br />

right foot<br />

left foot<br />

During walking, one of the feet is always in<br />

contact with the ground. The load-time function<br />

can be described by a Fourier series taking into<br />

account the 1st, 2nd and 3rd harmonic.<br />

F(t)<br />

time t<br />

⎡ 3<br />

⎤<br />

F(t) = Go<br />

⎢1<br />

+ ∑ αn<br />

sin ( 2 n π fs<br />

t − Φn<br />

) ⎥<br />

⎢⎣<br />

n=<br />

1<br />

⎥ ⎦<br />

both feet<br />

Fouriercoefficients<br />

and α 2<br />

α 1<br />

=0,4-0,5 Φ 1<br />

=0<br />

=0,1-0,25 Φ 2<br />

=π/2<br />

phase angles:<br />

α 3<br />

=0,1-0,15 Φ 3<br />

=π/2<br />

t s<br />

=1/f s<br />

G o<br />

weight of the person (800 N)<br />

1. step 2. step 3. step α n<br />

coefficient for the load component of n-th harmonic<br />

n number of the n-th harmonic<br />

f s<br />

pacing rate<br />

Φ n<br />

phase angle oh the n-th harmonic<br />

64

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