| contributor author | Y. Ueda | |
| contributor author | S. M. H. Rashed | |
| contributor author | K. Nakacho | |
| date accessioned | 2017-05-08T23:19:55Z | |
| date available | 2017-05-08T23:19:55Z | |
| date copyright | June, 1985 | |
| date issued | 1985 | |
| identifier issn | 0195-0738 | |
| identifier other | JERTD2-26404#204_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/99678 | |
| description abstract | The Idealized Structural Unit Method [1, 2] is applied to the analysis of nonlinear behavior of three-dimensional offshore tubular frames. To this purpose the “tubular structural unit” is developed and used to analyze the entire behavior of the frame until final collapse. In this method large deflections, instability, plasticity and the effect of residual stresses and initial out of straightness are considered. Modeling of a structure is very simple since large structural units are regarded as elements. The required computer effort is very small while attaining a high degree of accuracy and reliability. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | New Efficient and Accurate Method of Nonlinear Analysis of Offshore Tubular Frames (the Idealized Structural Unit Method) | |
| type | Journal Paper | |
| journal volume | 107 | |
| journal issue | 2 | |
| journal title | Journal of Energy Resources Technology | |
| identifier doi | 10.1115/1.3231178 | |
| journal fristpage | 204 | |
| journal lastpage | 211 | |
| identifier eissn | 1528-8994 | |
| keywords | Ocean engineering | |
| keywords | Modeling | |
| keywords | Computers | |
| keywords | Collapse | |
| keywords | Deflection | |
| keywords | Plasticity | |
| keywords | Reliability | |
| keywords | Residual stresses AND Structural frames | |
| tree | Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 002 | |
| contenttype | Fulltext | |
