Shaking Table Test and Numerical Analysis on Terminal Building 2 in Pudong International Airport

Abstract eng:
The seismic performance of terminal building 2 in Pudong international airport subjected to various earthquake inputs was investigated. A 1:35 scaled model structure was built and tested in the shaking table using a series of horizontal and vertical motions with gradually increasing amplitude. In addition, a 3D finite element analysis was carried out to gain a better understanding of the structural behavior. The model responses and numerical analysis showed that the building can sustain relatively high dynamic excitations without severe damage. Hybrid structure, scaled model, shaking table test, seismic performance

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