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SEISMIC RESPONSE ANALYSIS OF SUPER-HIGHRISE STEEL BUILDING FRAME MODELED USING SOLID ELEMENTS

A high fidelity solid element mesh of a 31-story super-highrise building frame is generated. A concept of a mesh generator for steel frames using a database of solid element component meshes is proposed. The seismic response analysis is conducted for the 31-story superhighrise frame subjected to a simulated ground motion of great Nankai Trough earthquakes that continues more than two minutes. The analysis is performed on K computer using a parallel finite element structural analysis system, E-Simulator. Both local behaviors such as spreads of equivalent plastic strain and global behaviors such as plastic deformation of the entire structure are simulated.