engleski

Seismic assessment of historical stone masonry buildings

Seismic vulnerability index method and static non- linear (pushover) analysis are used for seismic vulnerability assessment of stone masonry buildings in the historic city center of Kaštel Kambelovac. Numerical predictions of the collapse acceleration are made for several buildings in the historical center. The analyses shows that pushover analysis of stone masonry buildings can provide an insight into both global seismic resistance and the mechanisms that lead to the structural failure. The seismic resistance capacity and obtained vulnerability indexes for chosen buildings are discussed.

Seismic assessment ; stone masonry buildiongs ; vulnerability index method ; static non-linear (pushover) analysis

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