| contributor author | Theodore V. Galambos | |
| contributor author | Bruce Ellingwood | |
| date accessioned | 2017-05-08T20:51:47Z | |
| date available | 2017-05-08T20:51:47Z | |
| date copyright | January 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A1%2867%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29666 | |
| description abstract | The reliability of floor and roof deflections due to occupancy and snow loads, respectively, and of lateral frame deflections due to wind loads is examined. These deflections are determined for unfactored code‐specified loads, and they are not to exceed professionally established deflection limits. Firstorder, second‐moment probabilistic theory is used in the analysis. Values of the reliability index are calculated for eight‐ and one‐yr reference periods. Recommendations are made with regard to load levels to be used in the serviceability analysis of deflection‐sensitive and deflection‐insensitive structures. | |
| publisher | American Society of Civil Engineers | |
| title | Serviceability Limit States: Deflection | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:1(67) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 001 | |
| contenttype | Fulltext | |
