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EPRI's on-site soil-structure interaction research and its application to design/analysis verification

Abstract

Soil structure, interaction (SSI) research at the Electric Power Research Institute (EPRI) is focused on validating modeling and computational procedures. A data base has been obtained with instrumented scale models of stiff structures founded both on unsaturated alluvial soils and on rock. Explosives were used to induce strong ground-motion for two experiments, one on rock and the other on alluvium. A third experiment, a one-fourth scale containment structure on saturated alluvium, relies on earthquakes as the energy source. Analysis of the explosion-induced SSI data shows a marked shift in the fundamental frequency of the soil-structure system to a lower frequency. The magnitude of the shift is a function of foundation conditions and level of excitation. Analytical simulation was found to require more sophisticated soil constitutive models and computer codes than are used in current practice. The current phase of the program concentrates on evaluating SSI models used in current design practice by comparing predicted with recorded data at points in the soil-structure system. (author)
Authors:
Stepp, J C; Tang, H T [1] 
  1. Seismic Center, Electric Power Research Institute, Palo Alto, CA (United States)
Publication Date:
Jul 01, 1988
Product Type:
Conference
Report Number:
INIS-XA-N-006
Resource Relation:
Conference: International ENEA/ISMES/ENS specialist meeting on 'On-site experimental verification of the seismic behaviour of nuclear reactor structures and components', Bologna-Brasimone (Italy), 4-7 May 1987; Other Information: 9 refs, 11 figs, 2 tabs; PBD: 1988; Related Information: In: International ENEA/ISMES/ENS specialist meeting on 'On-site experimental verification of the seismic behaviour of nuclear reactor structures and components'. Proceedings, 430 pages.
Subject:
22 GENERAL STUDIES OF NUCLEAR REACTORS; ALLUVIAL DEPOSITS; CALCULATION METHODS; EPRI; EVALUATION; FOUNDATIONS; FREQUENCY ANALYSIS; GROUND MOTION; MATHEMATICAL MODELS; SEISMIC ISOLATION; SOIL-STRUCTURE INTERACTIONS
OSTI ID:
20473423
Research Organizations:
ANDIN, Italian National Association for Nuclear Engineering (Italy); ANS-Italy, Italian Section of the American Nuclear Society (Italy); CEC, Commission of the European Communities (Belgium); FIEN, Italian Nuclear Energy Forum (Italy); SNI, Italian Nuclear Society (Italy); University of Bologna, Bologna Faculty of Engineering, Nuclear Engineering Section (Italy)
Country of Origin:
IAEA
Language:
English
Other Identifying Numbers:
TRN: XA04N0140048665
Availability:
Available from INIS in electronic form
Submitting Site:
INIS
Size:
page(s) 339-358
Announcement Date:
Jun 25, 2004

Citation Formats

Stepp, J C, and Tang, H T. EPRI's on-site soil-structure interaction research and its application to design/analysis verification. IAEA: N. p., 1988. Web.
Stepp, J C, & Tang, H T. EPRI's on-site soil-structure interaction research and its application to design/analysis verification. IAEA.
Stepp, J C, and Tang, H T. 1988. "EPRI's on-site soil-structure interaction research and its application to design/analysis verification." IAEA.
@misc{etde_20473423,
title = {EPRI's on-site soil-structure interaction research and its application to design/analysis verification}
author = {Stepp, J C, and Tang, H T}
abstractNote = {Soil structure, interaction (SSI) research at the Electric Power Research Institute (EPRI) is focused on validating modeling and computational procedures. A data base has been obtained with instrumented scale models of stiff structures founded both on unsaturated alluvial soils and on rock. Explosives were used to induce strong ground-motion for two experiments, one on rock and the other on alluvium. A third experiment, a one-fourth scale containment structure on saturated alluvium, relies on earthquakes as the energy source. Analysis of the explosion-induced SSI data shows a marked shift in the fundamental frequency of the soil-structure system to a lower frequency. The magnitude of the shift is a function of foundation conditions and level of excitation. Analytical simulation was found to require more sophisticated soil constitutive models and computer codes than are used in current practice. The current phase of the program concentrates on evaluating SSI models used in current design practice by comparing predicted with recorded data at points in the soil-structure system. (author)}
place = {IAEA}
year = {1988}
month = {Jul}
}