| contributor author | Walter Konon | |
| contributor author | John R. Schuring | |
| date accessioned | 2017-05-08T20:35:53Z | |
| date available | 2017-05-08T20:35:53Z | |
| date copyright | September 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9364%281985%29111%3A3%28208%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20731 | |
| description abstract | The 2.0 in./sec (50 mm/s) peak particle velocity criterion traditionally used to protect structures from construction‐induced vibration damage is nonconservative for historic and sensitive older buildings. The relevant parameters which must be considered in establishing vibration criteria for historic and sensitive older buildings are examined. Existing criteria by past investigators are reviewed and a new criterion for this class of structure is recommended. | |
| publisher | American Society of Civil Engineers | |
| title | Vibration Criteria for Historic Buildings | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 3 | |
| journal title | Journal of Construction Engineering and Management | |
| identifier doi | 10.1061/(ASCE)0733-9364(1985)111:3(208) | |
| tree | Journal of Construction Engineering and Management:;1985:;Volume ( 111 ):;issue: 003 | |
| contenttype | Fulltext | |
