A platform for research: civil engineering, architecture and urbanism
COUPLED HORIZONTAL-ROCKING IMPEDANCE FUNCTIONS FOR EMBEDDED SQUARE FOUNDATIONS AT HIGH FREQUENCY FACTORS
A rigorous boundary element method algorithm incorporating higher order elements and infinite boundary elements is used to analyse high-frequency response of embedded square foundations. Coupled horizontal-rocking impedance functions for dimensionless frequency factors up to ten are presented. The behaviour of high frequency damping of nearly incompressible soils validates the use of “truncated” P-wave velocity in the simple radiation damping model. Further more, the paper shows that the simple model is an excellent approximation for both surface and embedded foundations.
COUPLED HORIZONTAL-ROCKING IMPEDANCE FUNCTIONS FOR EMBEDDED SQUARE FOUNDATIONS AT HIGH FREQUENCY FACTORS
A rigorous boundary element method algorithm incorporating higher order elements and infinite boundary elements is used to analyse high-frequency response of embedded square foundations. Coupled horizontal-rocking impedance functions for dimensionless frequency factors up to ten are presented. The behaviour of high frequency damping of nearly incompressible soils validates the use of “truncated” P-wave velocity in the simple radiation damping model. Further more, the paper shows that the simple model is an excellent approximation for both surface and embedded foundations.
COUPLED HORIZONTAL-ROCKING IMPEDANCE FUNCTIONS FOR EMBEDDED SQUARE FOUNDATIONS AT HIGH FREQUENCY FACTORS
Bu, Suhol (author) / Lin, Chia Hong (author)
Journal of Earthquake Engineering ; 3 ; 561-587
1999-10-01
27 pages
Article (Journal)
Electronic Resource
English
A simplified model for coupled horizontal and rocking vibrations of embedded foundations
British Library Online Contents | 2013
|A simplified model for coupled horizontal and rocking vibrations of embedded foundations
Online Contents | 2013
|Horizontal-rocking vibration impedance determining method for part embedded type pile foundation
European Patent Office | 2020
|Response of circular flexible foundations subjected to horizontal and rocking motions
Online Contents | 2015
|Nonlinear rocking stiffness of foundations
Online Contents | 2013
|