A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Inelastic seismic analysis of the SPEAR test building
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.
Inelastic seismic analysis of the SPEAR test building
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.
Inelastic seismic analysis of the SPEAR test building
Reynouard, Jean-Marie (author) / Ile, Nicolas (author) / Brun, Michael (author)
European Journal of Environmental and Civil Engineering ; 14 ; 855-867
2010-06-01
13 pages
Article (Journal)
Electronic Resource
Unknown
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