| contributor author | M. R. Chowdhury | |
| contributor author | J. C. Ray | |
| date accessioned | 2017-05-08T20:56:04Z | |
| date available | 2017-05-08T20:56:04Z | |
| date copyright | September 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A9%281377%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32317 | |
| description abstract | The results from a nonlinear finite-element analysis (NLFEA) of a reinforced concrete (RC) slab bridge are presented and discussed. The analytical results are compared with those obtained in 1993 by Huria, Lee and Aktan and their differences are discussed. The analytical results are also compared in general to experimental results on a similar structure, as presented by Aktan, Zwick, Miller and Sharooz in 1992. The analyses predicted approximately the same ultimate failure load as that experienced by the bridge, but the failure mechanisms differed. All of the differences mentioned are used as the basis for additional recommendations to practicing engineers for conducting NLFEA of RC structures. | |
| publisher | American Society of Civil Engineers | |
| title | Further Considerations for Nonlinear Finite-Element Analysis | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:9(1377) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 009 | |
| contenttype | Fulltext | |
