The comparison of DYNA3D to approximate solutions for a partially- full waste storage tank subjected to seismic loading

Technical Report · Wed Sep 30 00:00:00 EDT 1992

DOI:https://doi.org/10.2172/6689637· OSTI ID:6689637

Zaslawsky, M; Kennedy, W N

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.

• Research Organization: Savannah River Site (SRS), Aiken, SC (United States)
• Sponsoring Organization: USDOE; USDOE, Washington, DC (United States)
• DOE Contract Number: AC09-89SR18035
• OSTI ID: 6689637
• Report Number(s): WSRC-RP-92-903; ON: DE93005791
• Country of Publication: United States
• Language: English

Related Subjects

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