Seismic analysis of isolated plane R. C. frame structures is performed in the nonlinear range. R. C. structural elements (beam/columns) is divided in subelements, and an hysteretic model is developed. Isolators are modeled as shear-deformable elements with curvilinear branches for loading/unloading. Dissipated energy is evaluated in order to estimate structural damage. The numerical results are compared with those obtained from an extensive experimental dynamic campaign performed on shaking-table on a base-isolated 1/3-scale three-story R. C. building.

Analytical and experimental seismic analysis of base-isolated R.C. frame structures in the nonlinear range / Ceccoli C.; Mazzotti C.; Savoia M.. - STAMPA. - 2:(1997), pp. 171-190. (Intervento presentato al convegno Proceedings of the 1996 1st International Conference on Earthquake Resistant Engineering Structures, ERES 96 tenutosi a Thessaloniki, Greece nel 1996).

Analytical and experimental seismic analysis of base-isolated R.C. frame structures in the nonlinear range

Ceccoli C.;Mazzotti C.;Savoia M.
1997

Abstract

Seismic analysis of isolated plane R. C. frame structures is performed in the nonlinear range. R. C. structural elements (beam/columns) is divided in subelements, and an hysteretic model is developed. Isolators are modeled as shear-deformable elements with curvilinear branches for loading/unloading. Dissipated energy is evaluated in order to estimate structural damage. The numerical results are compared with those obtained from an extensive experimental dynamic campaign performed on shaking-table on a base-isolated 1/3-scale three-story R. C. building.
1997
Advances in Earthquake Engineering
171
190
Analytical and experimental seismic analysis of base-isolated R.C. frame structures in the nonlinear range / Ceccoli C.; Mazzotti C.; Savoia M.. - STAMPA. - 2:(1997), pp. 171-190. (Intervento presentato al convegno Proceedings of the 1996 1st International Conference on Earthquake Resistant Engineering Structures, ERES 96 tenutosi a Thessaloniki, Greece nel 1996).
Ceccoli C.; Mazzotti C.; Savoia M.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/872716
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