| contributor author | Mohammad R. Ehsani | |
| contributor author | Reidar Bjorhovde | |
| date accessioned | 2017-05-08T20:51:48Z | |
| date available | 2017-05-08T20:51:48Z | |
| date copyright | October 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A10%282332%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29678 | |
| description abstract | The criterion set by the American Association of State Highway and Transportation Officials (AASHTO) for the design of highway sign support structures is examined. It is shown that this requirement, limiting the maximum dead load deflection of the structure in terms of the depth of the sign, is not a good indicator of the performance of the structure. A design procedure is suggested to replace the existing AASHTO criterion. | |
| publisher | American Society of Civil Engineers | |
| title | Deflection Criteria for Sign Support Structures | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:10(2332) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 010 | |
| contenttype | Fulltext | |
