| contributor author | Michael O'Rourke | |
| contributor author | Wayne Tobiasson | |
| contributor author | Evelyn Wood | |
| date accessioned | 2017-05-08T20:52:09Z | |
| date available | 2017-05-08T20:52:09Z | |
| date copyright | September 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A9%282080%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29870 | |
| description abstract | Current code provisions for drift snow loads on multilevel roofs are examined in light of recent research results from a statistical study of approximately 350 drift load case histories. New provisions are proposed in which the design drift load is a function of the length of the upper‐level roof and the 50‐yr mean recurrence interval ground snow load. It is felt that these new proposed provisions result in a design drift load with a mean recurrence interval of about 50 yrs. | |
| publisher | American Society of Civil Engineers | |
| title | Proposed Code Provisions for Drifted Snow Loads | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:9(2080) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009 | |
| contenttype | Fulltext | |
