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Title: Seismic and tornado evaluation of Building 221H at the Savannah River Plant, Aiken, South Carolina

Technical Report ·
OSTI ID:10117038

This report summarizes the results of the seismic and tornado evaluation of Building 221-H and Penthouse Additions 221-SH, TH, and UH at the Savannah River Plant, Aiken, South Carolina. The main objective of this project was to determine whether Building 221-H and the two-story penthouse addition over Sections 2 through 6 meet the established acceptance criteria for the criterion seismic and tornado loadings. The analyses and evaluations of three related structures -- the exhaust stack 291-H, sand filters 294-H/294-lH, and the connecting air tunnel -- are presented in a separate report. During the progress of the project, both the scope of work and the acceptance criteria for the seismic analyses of Building 221-H went through several revisions since the original criteria were established. As a result, linear elastic, quasi-nonlinear, and nonlinear dynamic analyses were performed to assess the building. The seismic criteria was based on the design response spectrum developed by Dr. George W. Housner with a Design Basis Earthquake ground acceleration of 0.2g and an Operating Basis Earthquake ground acceleration of 0.1g. Chapter 1 discusses the seismic analysis history of this project and the various analysis phases performed. The tornado analysis was performed for a Design Basis Tornado. The analyses considered the effects of wind velocity pressure, atmospheric pressure drop, and missile impact for structural response effects. The evaluation for wind velocity pressure and atmospheric pressure drop effects included consideration of both local and overall structural adequacy. The evaluation of missile impact effects included consideration of overall structural and individual panel response.

Research Organization:
Du Pont de Nemours (E.I.) and Co., Aiken, SC (United States). Savannah River Plant
Sponsoring Organization:
USDOE, Washington, DC (United States)
DOE Contract Number:
AC09-76SR00001; AC09-89SR18035
OSTI ID:
10117038
Report Number(s):
EDAC-253-030.00; ON: DE93005692
Resource Relation:
Other Information: PBD: 30 Oct 1981
Country of Publication:
United States
Language:
English

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