| contributor author | Sanjay Govindjee | |
| date accessioned | 2017-05-08T21:59:10Z | |
| date available | 2017-05-08T21:59:10Z | |
| date copyright | December 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000284.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68137 | |
| description abstract | In this brief note, we present the results of a full finite deformation analysis of a system similar to the Oakland-San Francisco Bay Bridge saddle repair system. The dimensions used are for illustration purposes but are intended to be in the range of those associated with the real system. The saddle system is seen to be unstable as designed. With a small modification the system can be made stable (self-centering). | |
| publisher | American Society of Civil Engineers | |
| title | Stability Analysis of Bay Bridge Saddle Configuration | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000245 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012 | |
| contenttype | Fulltext | |
