Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes

Earthquake Engineering and Structural Dynamics

Volumn 46, Issue 14, 2017, Pages 2317-2335

  Buratti, Nicola ^a   Minghini, Fabio ^b   Ongaretto, Elena ^a   Savoia, Marco ^a   Tullini, Nerio ^b  

^a UNIVERSITY OF BOLOGNA   (Italy)

^b UNIVERSITY OF FERRARA   (Italy)

Author keywords

Emilia earthquakes; precast RC buildings; seismic damage; seismic fragility; seismic risk

Indexed keywords

BUILDINGS; CONCRETE BUILDINGS; GEOPHYSICS; OFFICE BUILDINGS; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL ANALYSIS;

BAYESIAN REGRESSION; INDUSTRIAL BUILDINGS; PEAK GROUND ACCELERATION; PRECAST REINFORCED CONCRETE; RC BUILDINGS; SEISMIC DAMAGE; SEISMIC FRAGILITY; SEISMIC RISK;

EARTHQUAKES;

BUILDING; EARTHQUAKE DAMAGE; EARTHQUAKE EVENT; EMPIRICAL ANALYSIS; GROUND MOTION; PEAK ACCELERATION; REINFORCED CONCRETE; SEISMIC RESPONSE;

EMILIA-ROMAGNA; ITALY;

EMILIA;

EID: 85018566032     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2906     Document Type: Article

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