| contributor author | Debarghya Chakraborty | |
| contributor author | Jyant Kumar | |
| date accessioned | 2017-05-08T22:12:48Z | |
| date available | 2017-05-08T22:12:48Z | |
| date copyright | November 2014 | |
| date issued | 2014 | |
| identifier other | 39866711.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73792 | |
| description abstract | The vertical uplift resistance of long pipes buried in sands and subjected to pseudostatic seismic forces has been computed by using the lower-bound theorem of the limit analysis in conjunction with finite elements and nonlinear optimization. The soil mass is assumed to follow the Mohr-Coulomb failure criterion and an associated flow rule. The failure load is expressed in the form of a nondimensional uplift factor | |
| publisher | American Society of Civil Engineers | |
| title | Uplift Resistance of Long Pipelines in the Presence of Seismic Forces | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 4 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000172 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2014:;Volume ( 005 ):;issue: 004 | |
| contenttype | Fulltext | |