| contributor author | P. Krishna | |
| contributor author | A. S. Arya | |
| contributor author | T. P. Agrawal | |
| date accessioned | 2017-05-08T20:51:45Z | |
| date available | 2017-05-08T20:51:45Z | |
| date copyright | September 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A9%282008%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29635 | |
| description abstract | The effect of cable stiffness on the behavior of cable‐stayed bridges is presented. Bridges of radiating arrangement with 12, 20, 28, and 36 cables per plane were investigated. Three cases of side to main span ratios, 0.35, 0.40. and 0.45, were considered for which cable tensions, girder deflections and tower and girder moments were computed. The computational work was done on IBM 360. The stiffness matrix method, treating the bridge as a two‐dimensional structure, was used. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Cable Stiffness on Cable‐Stayed Bridges | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:9(2008) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009 | |
| contenttype | Fulltext | |
