Unformatted text preview: oth of the interaction systems.
The concept of the kinematic and the inertial
interaction is very useful, when you will employ FEM
or FDM for the interaction analysis.
When you will performed an analysis using methods
based on the elastic wave propagation theory, a substructural method described after will be more
effective concept. F : Inertia Force of Building and Foundation
(B) Building Foundation
Pile M : Overturning Moment
(F) uP ug = Soil
Pile G.L M F
(I) uP +
ug (I) Soil
Pile G.L (F) (K) uP ug (K) Incident Earthquake Wave Incident Earthquake Wave
(a) Interaction System Massless Rigid
Foundation (b) Inertia Interaction (c) Kinematic Interaction Inertial and Kinematic Interaction Dynamic Soil Structure Interaction END
Dynamic Impedance Function
and Foundation Input Motion Kenji MIURA, Dr. Eng.
Graduate School of Engineering
View Full Document
This note was uploaded on 03/14/2014 for the course CE 5680 taught by Professor Drgrd during the Summer '14 term at Indian Institute of Technology, Chennai.
- Summer '14