Location
St. Louis, Missouri
Presentation Date
30 Apr 1981, 1:30 pm - 5:30 pm
Abstract
In this paper, the horizontally stratified soil layers are simplified as a shearing type multidegree of freedom linear system. The transfer function of the system is determined in accordance with the statistic analysis of the result from the mode superposition method of soil layer earthquake response. By referring to the method of finding the extreme value in probabilistic theory, a response spectrum corresponding to the power spectral density of soil layers is given. At the same time, distributions of maximum response values of acceleration, displacement, shearing strain and shearing stress of the soil layers along the depth are given according to the root mean square procedure.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
1st International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1981 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
Shengcong, Fu and Jingbei, Jiang, "A Simplified Procedure for Evaluating Maximum Response of Soil Layer during an Earthquake" (1981). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 18.
https://scholarsmine.mst.edu/icrageesd/01icrageesd/session07/18
Included in
A Simplified Procedure for Evaluating Maximum Response of Soil Layer during an Earthquake
St. Louis, Missouri
In this paper, the horizontally stratified soil layers are simplified as a shearing type multidegree of freedom linear system. The transfer function of the system is determined in accordance with the statistic analysis of the result from the mode superposition method of soil layer earthquake response. By referring to the method of finding the extreme value in probabilistic theory, a response spectrum corresponding to the power spectral density of soil layers is given. At the same time, distributions of maximum response values of acceleration, displacement, shearing strain and shearing stress of the soil layers along the depth are given according to the root mean square procedure.
