Civil Engineering |
Lectures/Individual work with students
This course is designed to provide an introduction to dynamics Soil-Structure-Interaction (SSI) problems. The fundamental theoretical and computational aspects of Soil-Structure-Interaction are presented.
The students are expected to carry out dynamic analysis of soil-structure system using contemporary numerical methods and computer programs.
Introduction to Soil Dynamics: dynamic behaviours of soils, soil shear modulus, damping; equivalent linear model, nonlinear models;
Wave propagation in elastic medium: Navier’s wave equation, body waves and surface waves, reflection and refraction of waves in layered media;
Dynamic response of soil: one-dimensional ground response analysis, linear analysis, transfer function for layered soil on bedrock, computer programs EDUSHAKE and ERA, nonlinear analysis, computer program NERA;
Soil structure interaction problems: sub-structure method, free-field, kinematic interaction, inertial interaction;
Numerical methods for SSI analysis: finite element method (FEM): time domain, frequency domain; boundary conditions in FEM: elementary boundaries, local boundaries and transmitting boundaries; program SASSI.
Foundation vibration: simplifed methods, impedance (dynamic stiffness) and compliance;
Application of computer programs Mathlab, SASSI, ERA, NERO, EDUSHAKE
1. Kramer S.L, Geotehnical Earthquake Engineering, Prentice Hall, 1996
2. Wolf J. Dynamic Soil-Structure Interaction, Prentice Hall, 1985
3. Wolf J. Foundation Vibration Analysis Using Simple Physical Models, Prentice Hall, 1994 Wolf J. Dynamic Soil-Structure Interaction, Prentice Hall, 1985
4. Wolf J. Finite Element Modeling of Unbounded Media, 1996
5. G. Schmid: Soil-Structure Interaction, Study material, 2005.
6. Петронијевић Мира, Интеракција тла и објекта: 1, Изградња LI (1997), 9, s. 361-368
7. Петронијевић Мира, Интеракција тла и објекта: 2, Изградња LI (1997), 10, s. 417-426
8. Петронијевић Мира: " Transmitting boundaries", pp. 107-117, in Computational Structural Dynamics, Balkema, Lisse/Abingdon/Exton/Tokyo, 2002