| contributor author | G. E. Muleski | |
| contributor author | T. Ariman | |
| contributor author | C. P. Aumen | |
| date accessioned | 2017-05-08T23:07:33Z | |
| date available | 2017-05-08T23:07:33Z | |
| date copyright | February, 1979 | |
| date issued | 1979 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28170#44_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/92599 | |
| description abstract | In a number of recent investigations, a buried pipe undergoing seismic excitation was modelled as a beam on a visco-elastic foundation. However, it is known that two of the observed failure modes in the buried pipelines under seismic loads are buckling and fracture. Therefore, in this paper, a thin circular cylindrical shell model in a resisting soil medium is used for a buried pipe. The coupled equilibrium equations arising from this model are modified to yield three decoupled equations which somewhat simplify the analysis. Then, an application for a long buried pipe is presented and the results are discussed and compared with those of the beam model. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | A Shell Model of a Buried Pipe in a Seismic Environment | |
| type | Journal Paper | |
| journal volume | 101 | |
| journal issue | 1 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.3454597 | |
| journal fristpage | 44 | |
| journal lastpage | 50 | |
| identifier eissn | 1528-8978 | |
| keywords | Pipes | |
| keywords | Shells | |
| keywords | Equations | |
| keywords | Failure | |
| keywords | Buckling | |
| keywords | Circular cylindrical shells | |
| keywords | Stress | |
| keywords | Equilibrium (Physics) | |
| keywords | Fracture (Process) | |
| keywords | Pipelines AND Soil | |
| tree | Journal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 001 | |
| contenttype | Fulltext | |
