| contributor author | George Mylonakis | |
| contributor author | George Gazetas | |
| date accessioned | 2017-05-08T21:27:21Z | |
| date available | 2017-05-08T21:27:21Z | |
| date copyright | October 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291090-0241%282002%29128%3A10%28860%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52109 | |
| description abstract | An analytical solution based on a rod-on-dynamic-Winkler-foundation model is developed for the response of piles in a soil layer subjected to vertical seismic excitation consisting of harmonic compressional waves. Closed-form solutions are derived for: (1) the motion of the pile head; (2) the peak normal strain in the pile, and (3) the group effect between neighboring piles. The solutions are expressed in terms of a dimensionless | |
| publisher | American Society of Civil Engineers | |
| title | Kinematic Pile Response to Vertical P-wave Seismic Excitation | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 10 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2002)128:10(860) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 010 | |
| contenttype | Fulltext | |
