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Column Base Fixity

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ASCE 7-02 requires that when a ELF procedure is applied to a building, the bases of the column are assumed to be fixed.
Is there any similar restrictions that are required for modal analysis? I am trying to model all columns as pinned and provide 4 anchor bolts per OSHA requirements and not design them for moments. I have a braced frame system with concrete shear walls as my lateral system. I am intending to carry all my lateral forces through the shear wall and braced frame. I have shear connections for all framing members. Can I model my column base as a pinned connection?

Structural Engineer
Bliss and Nyitray Inc.
Miami, FL - 33134

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