Location
St. Louis, Missouri
Presentation Date
05 Apr 1995, 1:30 pm - 3:30 pm
Abstract
At SRI International a state-of-the-art technique for testing large-scale structures to dynamic motion resembling that from a large magnitude earthquake has been developed. The technique, referred to as repeatable earth shaking by controlled underground expansion (RESCUE), may allow actual full-scale structures to be tested in-situ. In this paper we present the results of a finite element simulation of a full-scale highway overpass loaded from ground motion produced by the RESCUE technique. Results indicated that the RESCUE technique could generate significantly enough ground motion to excite failure damage modes.
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
Gefken, P. R. and Simons, J. W., "RESCUE Testing of Full-Scale In-Situ Structures" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 18.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session05/18
Included in
RESCUE Testing of Full-Scale In-Situ Structures
St. Louis, Missouri
At SRI International a state-of-the-art technique for testing large-scale structures to dynamic motion resembling that from a large magnitude earthquake has been developed. The technique, referred to as repeatable earth shaking by controlled underground expansion (RESCUE), may allow actual full-scale structures to be tested in-situ. In this paper we present the results of a finite element simulation of a full-scale highway overpass loaded from ground motion produced by the RESCUE technique. Results indicated that the RESCUE technique could generate significantly enough ground motion to excite failure damage modes.
