Location
St. Louis, Missouri
Presentation Date
05 Apr 1995, 1:30 pm - 3:30 pm
Abstract
The problem concerns cases when the structure is situated in the geological conditions with different soil layers including soft ones. The wave motion in the subsoil is described for linear and non-linear soil media, damping is included through complex modulus of elasticity. Variation of damping, obtained from laboratory experiments, answers to frequency and time influences. The properties of weak earthquakes are discussed as they are used like input data before soil transfer. The response of layered subsoil describes extremes of seismic vibration at different depth. It has been recognized that site effects can significantly affect the nature of seismic input and the response of structures.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1995 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Juhásová, E., "Application of Weak Earthquake Records in Soil-Structure Interaction Analysis" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 9.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session05/9
Included in
Application of Weak Earthquake Records in Soil-Structure Interaction Analysis
St. Louis, Missouri
The problem concerns cases when the structure is situated in the geological conditions with different soil layers including soft ones. The wave motion in the subsoil is described for linear and non-linear soil media, damping is included through complex modulus of elasticity. Variation of damping, obtained from laboratory experiments, answers to frequency and time influences. The properties of weak earthquakes are discussed as they are used like input data before soil transfer. The response of layered subsoil describes extremes of seismic vibration at different depth. It has been recognized that site effects can significantly affect the nature of seismic input and the response of structures.
