000012586 001__ 12586
000012586 005__ 20160920162631.0
000012586 04107 $$aeng
000012586 046__ $$k2016-09-05
000012586 100__ $$aHashim, R.
000012586 24500 $$aHuman-structure interaction: Standing people subjected to vertical structural vibration

000012586 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012586 260__ $$bTaylor and Francis Group, London, UK
000012586 506__ $$arestricted
000012586 520__ $$2eng$$aFrequency Response Functions (FRFs) for the vertical acceleration of a flexible single degree-of-freedom test rig with a standing body have been measured with sweeping harmonic vibration at frequencies between 2.7 Hz and 14 Hz. 18 subjects (6 female and 12 male) participated in the experiment. The two resonance frequencies of the human-structure system were clearly observed and generally decreased with increasing vibration magnitude. The fundamental natural frequency of the standing subjects varied between 5.23 Hz and 7.88 Hz, with average values of 6.82 Hz at the vibration magnitude of 0.5 ms–2 and 6.64 Hz at 1.0 ms–2. The average damping ratio was about 24%, with no obvious effect related to vibration magnitude. It was also observed that the FRF amplitudes for women were distinctly larger than those for men between 5.5 and 10 Hz for the two vibration magnitudes.

000012586 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012586 653__ $$a

000012586 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012586 720__ $$aHashim, R.$$iZhang, Q.$$iZhou, D.$$iMandal, P.$$iJi, T.
000012586 8560_ $$ffischerc@itam.cas.cz
000012586 8564_ $$s1470689$$uhttp://invenio.itam.cas.cz/record/12586/files/034.pdf$$yOriginal version of the author's contribution as presented on CD, 034.pdf.
000012586 962__ $$r12552
000012586 980__ $$aPAPER