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POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER<br />

EARTHQUAKE<br />

PROF. CLAUDIO MODENA<br />

Structural modelling: FEM<br />

The numerical simulation of Reggio Emilia Cathedral considered in the first instance several linear elastic<br />

Finite Element models. All of them represented the global Cathedral’s structure, since the overall<br />

dynamic response can not be evaluated by considering partial models.<br />

From the first model, considering the structures of the Cathedral as disconnected from the other<br />

adjacent buildings, several refinement were introduced, subsequently applying lateral constraints <strong>and</strong><br />

then adding portions of the surrounding structures: the final model can be considered acceptable for<br />

dynamic identification purposes.<br />

a) b) c) Final FE elastic model<br />

POSSIBLE SOLUTIONS BEFORE AND IMMEDIATELY AFTER EARTHQUAKE

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