Dimensional Analysis of Linear Soil-Foundation-Structure System Subjected to Near-Fault Ground Motions
Publication: Structures Congress 2008: 18th Analysis and Computation Specialty Conference
Abstract
This paper investigates in depth the dynamic responses of soil-foundation-structure systems using dimensional analysis in order to evaluate the significance of soil-structure interaction effects when subjected to near-fault ground motions. A soil-foundation-structure interacting (SFSI) system is idealized into a simplified 2DOF system where linear structures with flexible foundations are considered. Through rigorous dimensional analysis, the response of superstructure is presented in terms of the dimensionless Π-terms. This approach brings forward the self-similarity, the invariance with respect to changes in scale or size, which decisively describe the interactive behavior of a foundation-structure system. Extensive simulations have been conducted on various SFSI systems subjected to pulse-type ground motions to numerically describe the structural response, i.e. dimensionless relative displacement, as a function of distinctive properties of superstructure; foundation and input motion. Results show that soil-structure interaction is insignificant for a variety of structure-foundation systems in practice. However, there are conditions under which the response of foundation-structure system is significantly higher than that of the fixed-base structure.
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© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Analysis (by type)
- Dynamic analysis
- Engineering fundamentals
- Foundation-structure interaction
- Foundations
- Geological faults
- Geology
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Ground motion
- Linear analysis
- Soil dynamics
- Soil mechanics
- Soil-structure interaction
- Structural analysis
- Structural engineering
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