The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading
Abstract
Mathematical solutions to the problem consisting of a partially-full waste tank subjected to seismic loading, embedded in soil, is classically difficult in that one has to address: soil-structure interaction, fluid-structure interaction, non-linear behavior of material, dynamic effects. Separating the problem and applying numerous assumptions will yield approximate solutions. This paper explores methods for generating these solutions accurately.
- Authors:
- Publication Date:
- Research Org.:
- Savannah River Site (SRS), Aiken, SC (United States)
- Sponsoring Org.:
- USDOE; USDOE, Washington, DC (United States)
- OSTI Identifier:
- 6689637
- Report Number(s):
- WSRC-RP-92-903
ON: DE93005791
- DOE Contract Number:
- AC09-89SR18035
- Resource Type:
- Technical Report
- Country of Publication:
- United States
- Language:
- English
- Subject:
- 12 MANAGEMENT OF RADIOACTIVE AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES; SAVANNAH RIVER PLANT; RADIOACTIVE WASTE STORAGE; COMPUTER PROGRAM DOCUMENTATION; DIAGRAMS; DISASTERS; EXPLOSIONS; FLUIDS; MANUALS; MATHEMATICAL MODELS; SEISMICITY; SOILS; DOCUMENT TYPES; MANAGEMENT; NATIONAL ORGANIZATIONS; RADIOACTIVE WASTE MANAGEMENT; STORAGE; US AEC; US DOE; US ERDA; US ORGANIZATIONS; WASTE MANAGEMENT; WASTE STORAGE; 052002* - Nuclear Fuels- Waste Disposal & Storage
Citation Formats
Zaslawsky, M, and Kennedy, W N. The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading. United States: N. p., 1992.
Web. doi:10.2172/6689637.
Zaslawsky, M, & Kennedy, W N. The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading. United States. https://doi.org/10.2172/6689637
Zaslawsky, M, and Kennedy, W N. 1992.
"The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading". United States. https://doi.org/10.2172/6689637. https://www.osti.gov/servlets/purl/6689637.
@article{osti_6689637,
title = {The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading},
author = {Zaslawsky, M and Kennedy, W N},
abstractNote = {Mathematical solutions to the problem consisting of a partially-full waste tank subjected to seismic loading, embedded in soil, is classically difficult in that one has to address: soil-structure interaction, fluid-structure interaction, non-linear behavior of material, dynamic effects. Separating the problem and applying numerous assumptions will yield approximate solutions. This paper explores methods for generating these solutions accurately.},
doi = {10.2172/6689637},
url = {https://www.osti.gov/biblio/6689637},
journal = {},
number = ,
volume = ,
place = {United States},
year = {Wed Sep 30 00:00:00 EDT 1992},
month = {Wed Sep 30 00:00:00 EDT 1992}
}
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