Full‐Scale Cyclic Dynamic Lateral Pile ResponsesSource: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 001Author:John M. Ting
DOI: 10.1061/(ASCE)0733-9410(1987)113:1(30)Publisher: American Society of Civil Engineers
Abstract: In the design of vertical piles subjected to lateral dynamic loads, the lateral soil resistance is often represented as a series of discrete springs, each with a nonlinear resistance‐deflection
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| contributor author | John M. Ting | |
| date accessioned | 2017-05-08T20:34:20Z | |
| date available | 2017-05-08T20:34:20Z | |
| date copyright | January 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9410%281987%29113%3A1%2830%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19936 | |
| description abstract | In the design of vertical piles subjected to lateral dynamic loads, the lateral soil resistance is often represented as a series of discrete springs, each with a nonlinear resistance‐deflection | |
| publisher | American Society of Civil Engineers | |
| title | Full‐Scale Cyclic Dynamic Lateral Pile Responses | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 1 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1987)113:1(30) | |
| tree | Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 001 | |
| contenttype | Fulltext |