ML19003A342

To Integrated Final Safety Analysis Report, Chapter 2, Section 2.6, References

ML19003A342
Person / Time
Site:	Turkey Point
Issue date:	12/21/2018
From:	Florida Power & Light Co
To:	Office of New Reactors
Shared Package
ML19003A318	List: L-2018-237, Integrated Final Safety Analysis Report Tier 1, Rev. 0 ML19003A292 ML19003A296 ML19003A298 ML19003A299 ML19003A300 ML19003A301 ML19003A302 ML19003A304 ML19003A306 ML19003A307 ML19003A308 ML19003A309 ML19003A311 ML19003A312 ML19003A313 ML19003A314 ML19003A315 ML19003A317 ML19003A319 ML19003A320 ML19003A321 ML19003A322 ML19003A323 ML19003A324 ML19003A325 ML19003A326 ML19003A327 ML19003A328 ML19003A329 ML19003A330 ML19003A331 ML19003A332 ML19003A333 ML19003A334 ML19003A335 ML19003A336 ML19003A337 ML19003A338 ML19003A339 ML19003A340 ML19003A341 ML19003A342 ML19003A344 ML19003A345 ML19003A347 ML19003A348 ML19003A349 ML19003A350 ML19003A351 ... further results
References
L-2018-237
Download: ML19003A342 (1)

Text

2.6-1 Revision 0 Turkey Point Units 6 & 7 - IFSAR 2.6 References 1.

American Concrete Institute (ACI), Building Code Requirements for Structural Concrete, ACI 318-02.

2.

NUREG/CR-0693, Seismic Input and Soil Structure Interaction, February 1979.

3.

APP-GW-GLR-115, Effect of High Frequency Seismic Content on SSCs, Westinghouse Electric Company LLC.