Parallel Algorithm and Software Development for Structure Seismic Response Analysis

The seismic response analysis of massively structure is more important. The research is algorithm for synthesizing seismic acceleration time histories and structural seismic response analysis, and a new type of analysis system based both on great commercial finite element code and massively parallel computer is presented. The client interface for the integrated application system has been developed. The system couples the advantages of serial structural analysis and high performance computing, and can improve the precision and efficiency of seismic analysis.