| contributor author | Mohamed H. El Naggar | |
| contributor author | Milos Novak | |
| date accessioned | 2017-05-08T20:37:46Z | |
| date available | 2017-05-08T20:37:46Z | |
| date copyright | September 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A9%28660%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21701 | |
| description abstract | An analysis of pile axial and lateral response to transient dynamic loading is presented allowing for nonlinear soil behavior, the discontinuity conditions at the pile-soil interface, and energy dissipation through radiation damping and soil hysteresis. In addition, the effect of neighboring piles is taken into account for piles in a group. This analysis is used to derive the stiffness of foundation piles of fixed offshore towers. The effect of foundation nonlinearity and pile-soil-pile interaction on the dynamic characteristics of the tower is investigated. It was found that the tower's dynamic characteristics are greatly influenced by the foundation nonlinearity and the pile-soil-pile interaction. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Foundation Nonlinearity on Modal Properties of Offshore Towers | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:9(660) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 009 | |
| contenttype | Fulltext | |