Seismic response of cylindrical lattice shell roofs are known to be affected by its rise and supporting substructures. The authors have proposed simple method for estimating response of such shell roofs using amplification factors, however, that does not cover high-rise shell roofs.In this paper, simple response evaluation method for lattice shell roofs with high-rise proportions supported by various stiffness of substructures is proposed using continuous approach as the previous studies including those for high-rise domes, and their validities are discussed against response spectrum analyses based on CQC method.
