
Assess inertial soil–structure interaction using the rule-of-thumb h' over Vst, combining building height, fundamental period, and shear-wave velocity to predict significant inertial effects.
Explore kinematic interaction effects in soil–structure interaction, focusing on embedment effects and how soil movement shapes the response of building structures.
Understand foundation soil flexibility and effects on vibrations and earthquake response. Learn to estimate soil stiffness and foundation flexibility with vertical, horizontal, and rotational springs per ESCE 716 and 4117.
Explain foundation and soil flexibility in SSI using method 1, modeling vertical and rocking impedances. Demonstrate input of ETABS link properties, including kz, ksh, ky, and embedment factors.
Explore method 3 for foundation and swale flexibility, modeling a flexible foundation with linear flexible swale, using uniform spring stiffness, and evaluating passive pressure and friction limits.
Examine soil–structure interaction in an instrumented building by comparing foundation input motion and free field motion, highlighting kinematic interaction, PGA and PGV variations, and connected pile groups and grade beams.
Analyze the Sherman Oaks building SSI by integrating shallow and deep foundations, including mat foundations, grid beams, and friction piles, and use Vs and Zp to assess stiffness and damping.
Calculate stiffness and damping for the soil–structure interaction model, deriving G and G naught from density and Vs, then obtain surface stiffness and eta from tables, noting a0 iterative update.
Explains distributing horizontal and vertical foundation stiffness and damping to 68 mat foundation nodes using springs and dashpots, considering wall and base contributions and tributary areas.
Soil–Structure Interaction (SSI) is one of the most important yet often overlooked aspects of earthquake engineering. Many structural analyses assume buildings rest on a rigid, fixed base—but in reality, soil flexibility significantly alters structural response during earthquakes.
This course introduces the fundamentals of SSI in a clear, step-by-step manner, based primarily on two authoritative references:
FEMA P-2091: A Practical Guide to Soil–Structure Interaction (2020)
NIST GCR 12-917-21: Soil–Structure Interaction for Building Structures
The course begins with the basics of soil and structural dynamics, develops the principles of SSI, and then demonstrates how to incorporate these effects in practical building analysis using ETABS. By the end, you will be able to confidently model and interpret SSI effects for buildings with raft foundations under earthquake loading.
After completing the course, students will:
Have a strong conceptual foundation in soil–structure interaction.
Be able to apply FEMA and NIST simplified methods to real buildings.
Confidently build SSI-influenced models in ETABS for multi-story buildings with raft foundations.
Interpret SSI results and make informed engineering decisions about their significance.
Course Requirements
Basic knowledge of structural engineering and earthquake engineering is essential.
Familiarity with ETABS software at a beginner level is required.
No prior experience with soil–structure interaction is required.