| contributor author | Toyoaki Nogami | |
| contributor author | Jun Otani | |
| contributor author | Kazuo Konagai | |
| contributor author | Hsiao‐Lian Chen | |
| date accessioned | 2017-05-08T20:36:14Z | |
| date available | 2017-05-08T20:36:14Z | |
| date copyright | January 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9410%281992%29118%3A1%2889%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20914 | |
| description abstract | A rational dynamic soil‐pile interaction model is presented. The model is developed adopting Winkler's hypothesis with a special attention to the conditions in which the strong nonlinearity is induced in the vicinity of the pile shaft under dynamic loading. It is formulated in a simple system of frequency independent mass, springs, and dashpots. Therefore, the model enables us to conduct the time‐domain nonlinear analysis in a relatively simple manner. Since the model can reproduce the dynamic effects by itself, its parameters are defined from the static behavior of a soil‐pile system or reasonable | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Soil‐Pile Interaction Model for Dynamic Lateral Motion | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1992)118:1(89) | |
| tree | Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 001 | |
| contenttype | Fulltext | |
