Nonlinear analysis for dynamic lateral pile response |
| |
| Authors: | MH El Naggar M Novak |
| |
| Institution: | Department of Civil Engineering, The University of Western Ontario, London, Ontario, Canada, N6A SB9 |
| |
| Abstract: | An analysis of pile lateral response to transient dynamic loading and to harmonic loading is presented allowing for nonlinear soil behavior, discontinuity conditions at the pile-soil interface and energy dissipation through different types of damping. Furthermore, the effect of neighbouring piles is taken into account for piles in a group. The validity of the approach was examined and a reasonable agreement with field tests and more rigorous solutions was found. Equivalent linear stiffness and damping parameters of single piles and interaction factors for approximate nonlinear analysis are presented. |
| |
| Keywords: | pile dynamics lateral response nonlinear pile interaction transient response |
| 本文献已被 ScienceDirect 等数据库收录！ |
|
