Abstract
ABSTRACT In this paper, it is presented the study of the inelastic seismic response of the 3-storey irregular SPEAR building, which was pseudodynamically tested under bi-directional seismic excitations at the ELSA Laboratory of the Joint Research Centre. In the proposed method, a 3D modeling is employed to capture the seismic response of the structure. Comparison of analytical and experimental results indicates that the effect of fixed end rotation due to bond-slip plays an important role and has to be adequately taken into account.
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