Abstract:An earthquake may affect the integrity of building structures or cause their collapse. Recently, the damage assessment of point-supported glass building structures has been rarely investigated even though seismic damage assessment is highly valued in the field of seismic engineering. Therefore, an earthquake damage assessment model with respect to point-supported glass building structures has been constructed in this study. Further, the structural damage identification method based on the HHT transform was adopted to judge the damage location with respect to the point-supported glass buildings in case of an earthquake, and a multiple connection number model was established for conducting the seismic damage assessment of point-supported glass buildings to evaluate the damage to point-supported glass buildings. The experimental results denoted that the evaluation of the seismic damage of the point-supported glass building structure in a certain area is consistent with the actual results; furthermore, the proposed model exhibits considerable controllability and a comprehensive evaluation scope, and the evaluation efficiency is obviously better than those of the remaining evaluation models.