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Position paper: Seismic design criteria
The purpose of this paper is to document the seismic design criteria to be used on the Title 11 design of the underground double-shell waste storage tanks and appurtenant facilities of the Multi-Function Waste Tank Facility (MWTF) project, and to provide the history and methodologies for determining the recommended Design Basis Earthquake (DBE) Peak Ground Acceleration (PGA) anchors for site-specific seismic response spectra curves. Response spectra curves for use in design are provided in Appendix A.
Position paper: Seismic design criteria
The purpose of this paper is to document the seismic design criteria to be used on the Title 11 design of the underground double-shell waste storage tanks and appurtenant facilities of the Multi-Function Waste Tank Facility (MWTF) project, and to provide the history and methodologies for determining the recommended Design Basis Earthquake (DBE) Peak Ground Acceleration (PGA) anchors for site-specific seismic response spectra curves. Response spectra curves for use in design are provided in Appendix A.
Position paper: Seismic design criteria
S. K. Farnworth (author)
1995
55 pages
Report
No indication
English
Solid Wastes Pollution & Control , Radiation Pollution & Control , Radiation Shielding, Protection, & Safety , Radioactive Wastes & Radioactivity , Industrial & Mechanical Engineering , Manufacturing Technology , Earthquake engineering , Earthquake resistance , Storage Facilities , Hazardous materials , Radioactive wastes , Design , Ground Motion , Seismology , Tanks , Underground Storage , EDB/052002 , EDB/580000
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