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Floor Vibration Criteria: acceleration limit

laboratory#steel composite#AISC DG11 to residential#general#AISC DG11

Acceptable floor vibration levels by occupancy and floor system: acceleration limits (%g), minimum natural frequencies (Hz), damping ratios, and effective weight factors. Sources: AISC Design Guide 11 2nd Ed., SCI P354, ISO 10137:2007

Civil Engineeringcriterion type: acceleration limit9 rowsPage 2 of 3
criterion typeoccupancy floor keydamping ratio bare (dimensionless)damping ratio fitted (dimensionless)effective weight factor (dimensionless)floor systemmax acceleration pct g (%g)min natural frequency Hz (Hz)occupancy typesource standard
acceleration limitlaboratory#steel composite#AISC DG110.020.050.4steel composite0.54laboratoryAISC DG11
acceleration limitoffice#concrete flat plate#AISC DG110.020.050.4concrete flat plate0.54officeAISC DG11
acceleration limitoffice#general#AISC DG110.010.050.35general0.54officeAISC DG11
acceleration limitoffice#general#SCI P3540.010.030.35general0.44officeSCI P354
acceleration limitoffice#long span#AISC DG110.020.030.3long span0.53officeAISC DG11
acceleration limitoffice#steel composite#AISC DG110.020.050.35steel composite0.54officeAISC DG11
acceleration limitpedestrian bridge indoor#general#AISC DG110.010.010.2general1.53pedestrian bridge indoorAISC DG11
acceleration limitpedestrian bridge outdoor#general#AISC DG110.010.010.2general53pedestrian bridge outdoorAISC DG11
acceleration limitresidential#general#AISC DG110.010.050.35general0.54residentialAISC DG11

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