| contributor author | D. G. Morrison | |
| date accessioned | 2017-05-08T23:17:37Z | |
| date available | 2017-05-08T23:17:37Z | |
| date copyright | March, 1984 | |
| date issued | 1984 | |
| identifier issn | 0195-0738 | |
| identifier other | JERTD2-26396#18_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/98327 | |
| description abstract | A simple model for a complex system is presented that contains the essential properties of the guyed tower. The dynamic response to wave load of a guyed tower is represented by a single degree of freedom model. Tower response, with different wave heights and hydrodynamic coefficients, using statically and dynamically determined mooring properties were calculated for a specific tower in 1100 ft (335 m) of water. The importance of this study lies in a good modeling of the cable forces, including the hysteretic effects of line damping, and in identifying cases where the quasi-static model may fail. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Stiffness and Energy Dissipation Characteristics of Guyed Tower With Dynamic Mooring Properties | |
| type | Journal Paper | |
| journal volume | 106 | |
| journal issue | 1 | |
| journal title | Journal of Energy Resources Technology | |
| identifier doi | 10.1115/1.3231013 | |
| journal fristpage | 18 | |
| journal lastpage | 23 | |
| identifier eissn | 1528-8994 | |
| keywords | Energy dissipation | |
| keywords | Mooring | |
| keywords | Stiffness | |
| keywords | Guyed towers | |
| keywords | Waves | |
| keywords | Complex systems | |
| keywords | Water | |
| keywords | Force | |
| keywords | Cables | |
| keywords | Stress | |
| keywords | Degrees of freedom | |
| keywords | Damping | |
| keywords | Modeling AND Dynamic response | |
| tree | Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001 | |
| contenttype | Fulltext | |
