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Seismic responses of raised lattice domes with substructures are known to be very complicated, and not only horizontal response but also vertical response is excited under horizontal seismic input. Such action causes damage on structures and non-structural elements such as ceiling and lights. A seismic isolation system is known to be effective to reduce such response. In this paper, variations of a simple response evaluation method for lattice domes supported by substructures with a mid-story seismic isolation system are proposed using response amplification factors and linearization techniques. Their validities are discussed against the background of time history analyses.

RESPONSE EVALUATION OF LATTICE DOMES SUPPORTED BY SUBSTRUCTURES WITH SEISMIC ISOLATION SYSTEM