A method for assessing kinematic bending moments at the pile head.
The conventional design methods for seismically loaded piles still concentrate in providing adequate resistance from the pile to withstand only the inertial bending moments generated from the oscillation of the superstructure, thus neglecting the effect of kinematic interaction between pile and soil...
| Published in: | Earthquake engineering & structural dynamics. 39, 10 (2010). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |