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Building Design and Construction Handbook - Merritt - Ventech!

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Index Terms Links<br />

Vibrations: cont.<br />

dynamic load factors for 5.152 5.154<br />

dynamic magnification factor for 5.159<br />

frequency of 11.145<br />

human sensitivity to 5.183<br />

logarithmic decrement of 5.158<br />

of lumped masses 5.144<br />

natural circular frequency of 5.142 5.148<br />

natural period of 5.142<br />

normal mode of 5.144<br />

reduction of 1.20 4.95 5.165 5.166 11.15 11.16<br />

(See also Sound, control of)<br />

resonant 5.153<br />

stresses from 5.140<br />

velocity of 11.146<br />

wavelength of 11.145<br />

(See also Dynamics; Fatigue; Noise;<br />

Sound)<br />

Vibroflotation 6.20 6.21<br />

Voltages (see Electrical voltages)<br />

Volume, specific 13.7<br />

Wainscot 11.52<br />

Walks, moving 3.44<br />

Wallboard 11.52 11.53<br />

Walls:<br />

basement 3.18<br />

bearing 1.12 1.15 1.18 7.18 11.3 11.5<br />

(See also Brick; Concrete walls<br />

bearing, Masonry walls, bearing,<br />

Wood walls, stud)<br />

11.21 11.31<br />

brick (see Brick walls)<br />

buckling curvature of 11.27<br />

cavity 11.3 11.5<br />

combination 1.14<br />

concrete (see retaining, below; Concrete<br />

walls)<br />

curtain 1.14 1.15 7.20 7.22 9.141<br />

11.5 11.37<br />

(See also glass, metal-panel, s<strong>and</strong>wich-<br />

panel, below, Concrete walls, precast)<br />

defined 1.13 11.5<br />

eccentricity-thickness ratios for<br />

eccentricity of loads on:<br />

11.28 11.29<br />

coefficient of 11.27 11.29<br />

defined 11.3<br />

virtual 11.4<br />

eccentricity ratios for 11.27

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