{"id":197581,"date":"2024-10-19T12:34:34","date_gmt":"2024-10-19T12:34:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asa-s2-71-1983-r2012\/"},"modified":"2024-10-25T05:08:05","modified_gmt":"2024-10-25T05:08:05","slug":"asa-s2-71-1983-r2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asa\/asa-s2-71-1983-r2012\/","title":{"rendered":"ASA S2.71 1983 R2012"},"content":{"rendered":"
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PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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11<\/td>\n | 1 Scope and field of application 2 References <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3 Characteristics of building vibration 3.1 Direction of vibration 3.2 Random and multifrequency vibration 3.3 Characterization of continuous, intermittent and impulsive vibration with respect to human \n response <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 3.4 Classification of buildings and building areas <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 3.5 Measurement and processing of vibration 3.6 Measuring equipment <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 3.7 Location of measurement 4 Vibration evaluation guide 4.1 Recommendations for suggested satisfactory vibration magnitude with respect to human \n response <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.2 Response base curve for foot-to-head (z-axis) vibration 4.3 Response base curve for back-to-chest or side-to-side (x-axis or y-axis) vibration <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 4.4 Combined-response base curve for undefined axis of human vibration <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Annex A Multiplying factors for determining vibration response magnitudes for humans in buildings A.1 Use of multiplying factors A.2 Site multiplying factors A.3 Frequency of occurrence multiplying factor <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | A.4 Event duration multiplying factor <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ANSI\/ASA S2.71-1983 (R2012) American National Standard Guide to the Evaluation of Human Exposure to Vibration in Buildings. (Redesignation of ANSI S3.29-1983.)<\/b><\/p>\n |