| contributor author | S. Roy | |
| contributor author | Shu‐Jin Fang | |
| contributor author | E. C. Rossow | |
| date accessioned | 2017-05-08T22:41:42Z | |
| date available | 2017-05-08T22:41:42Z | |
| date copyright | June 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9402%281984%29110%3A2%28157%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86782 | |
| description abstract | The power industry is moving toward the use of high‐voltage transmission lines on tall, flexible towers. These towers are designed for heavier loadings than were previous towers, but the secondary effects of tower displacement tend to be ignored in the present day tower analysis. This paper examines the secondary effects from the large displacement of flexible towers, reviews the secondary stresses arising from joint rigidity and member continuity, and examines the reliability of tower strength predicted by the ASCE design guidelines. More realistic tower test acceptance criteria and a more reliable tower design methodology are suggested. | |
| publisher | American Society of Civil Engineers | |
| title | Secondary Stresses on Transmission Tower Structures | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 2 | |
| journal title | Journal of Energy Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9402(1984)110:2(157) | |
| tree | Journal of Energy Engineering:;1984:;Volume ( 110 ):;issue: 002 | |
| contenttype | Fulltext | |
