In WP3 we propose a comprehensive set of numerical, analytical and experimental studies to evaluate the role of the foundation compliance and associated soil-foundation interaction (SFI) and soil-foundation-structure interaction (SFSI) effects in the response of massive masonry structures (monuments, building aggregates in historical centres) and the vulnerability assess¬ment. The aim is to develop an improved foundation model for the vulnerability assessment of classified masonry structures and monuments. The role of the foundation and SFSI effects will be studied both for seismic ground shaking and induced permanent ground deformations.
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