Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review
作者： E. Quagliarini , G. Maracchini , F. Clementi
DOI: 10.1016/J.JOBE.2017.03.004
关键词: Seismic assessment 、 Seismic risk 、 Civil engineering 、 Unreinforced masonry building 、 Professional practice 、 Masonry 、 Engineering 、 Nonlinear static analysis 、 Seismic analysis
摘要: … Thus, having good representative structural models for modelling existing URM buildings makes possible to rightly assess their seismic risk as well as design proper strengthening …
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