| contributor author | S. A. Karamanos | |
| contributor author | J. L. Tassoulas | |
| date accessioned | 2017-05-08T23:45:15Z | |
| date available | 2017-05-08T23:45:15Z | |
| date copyright | November, 1994 | |
| date issued | 1994 | |
| identifier issn | 0892-7219 | |
| identifier other | JMOEEX-28096#246_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/114182 | |
| description abstract | This paper summarizes some important results concerning the analysis and design of tubular compliant-tower members. The tubes are subjected to a combination of structural loads and external pressure, which may cause buckling. The paper focuses on the effects of external pressure on the ultimate capacity. Analytical results are compared with experimental data and design equations. The comparison is aimed towards better understanding of pressurized tubular beam-column behavior. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Hydrostatic Effects in Tubular Member Design | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 4 | |
| journal title | Journal of Offshore Mechanics and Arctic Engineering | |
| identifier doi | 10.1115/1.2920159 | |
| journal fristpage | 246 | |
| journal lastpage | 251 | |
| identifier eissn | 1528-896X | |
| keywords | Hydrostatics | |
| keywords | Design | |
| keywords | External pressure | |
| keywords | Buckling | |
| keywords | Equations AND Stress | |
| tree | Journal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 004 | |
| contenttype | Fulltext | |
