THE STUDY ON SEISMIC PERFORMANCE OF FA-WANG PAGODA IN XIANYOU TEMPLE

摘要

According to the measured geometric and the structural features, the dynamic characteristics and the seismic time response history of Fa-wang pagoda were analyzed by the finite element method; moreover, the periodic formula of the pagoda was deduced by the related paper. The seismic mechanism and the aseismatic capacity of its structural components were approached respectively. The results indicate the aseismatic capacity of sections meet the requirements of 8 degree seismic action. Simultaneity the unsubstantial section was located. It provides the theoretical foundation of protection, maintenance and reinforcement, as well as the technical reference of the pagoda.