Demonstration of integrity

DOE-SPEC-3019-96

e. Investigate any deformations resulting from the combined

influence of normal-operating loads and seismic loads, to verify

they will not impair structural integrity.

Demonstration of integrity. Demonstrate the equipment's ability to

3.2.7.2

withstand and maintain its structural integrity when subjected to the

forces resulting from the seismic conditions specified. This shall be

accomplished in one or a combination of the following methods:

a. Predict the equipment's performance and response to a seismic

force by mathematical static analysis;

b. Test the equipment under simulated seismic conditions (static or

dynamic testing); and/or

c. Utilize previous seismic certification of the equipment [or

equivalent equpment if equivalence can be demonstrated,] and

demonstrate applicability under the seismic conditions specified.

ATTENTION:

The following subparagraph reflects seismic requirements under the Uniform Building Code (ICBO UBC.) Revise

as required under other building code jurisdictions.

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3.2.7.3

Seismic loading method. The seismic loading on the equipment and

its supports shall be obtained by multiplying the weight of the

components by the horizontal seismic acceleration coefficient (H) in

accordance with the following three options. The force shall be

assumed to act in any lateral direction, combined with 0.15 W uplift

or downward acceleration due to earthquake in accordance with

ICBO UBC. (Note: Z = seismic zone factor, I = site coefficient, and

Cp = horizontal force factor)

ATTENTION:

In the following options, adjust the Z, I, and Cp factors as required for the specific project.

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Option one. If the equipment is supported on walls, on the roof,

or from the roof of the building, use:

H = 0.75 (Based on Z = 0.5, I = 1.0, and Cp = 2 x 0.75)