Seismic Analysis of Wood-Stone Structures with Three Degree of Freedom Systems

Abstract

Wood and stone have different damping ratios. The seismic analysis of wood-stone structures is important. The vertical wood-stone structure is regarded as a three degree of freedom system. Based on Caughey damping model of substructures, the whole damping matrix was constructed. Then combined with Newmark-β method, a numerical method was proposed to calculate dynamic responses of wood-stone structures. Numerical results showed that the seismic performance of wood-stone structures was stronger than that of stone structures, and it was weaker than that of wood structures. During the process of earthquake action, the middle wood substructure can obviously improve seismic performance of the wood-stone structure. The bottom structure has greater stiffness, but weaker seismic performance.