作者: Barbara Borzi , Helen Crowley , Rui Pinho
DOI: 10.1080/15583050701828178
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摘要: A simplified pushover-based earthquake loss assessment (SP-BELA) method, which was originally developed to study the vulnerability of reinforced concrete buildings has been adapted in current work produce curves for unreinforced masonry buildings. The main target article is adopt various components existing methodologies, define capacity buildings, within probabilistic framework SP-BELA generate curves. In application, have calibrated using data related structural characteristics Italian Although more on necessary increase confidence results presented herein, a validation exercise nevertheless carried out compare with independent studies These preliminary show that there good agreement between vulnerability...