Numerical Simulation of Seismic-Induced Failure of a Precast Structure during the Emilia Earthquake

AbstractThe paper describes the failure scenario of a precast building that collapsed during the 2012 Emilia earthquake. By means of time-history analyses on a detailed finite-element model, the dy...

[1]  Marco Savoia,et al.  Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake , 2017 .

[2]  I distretti industriali italiani: recenti tendenze evolutive , 2013 .

[3]  Mehmet Palanci,et al.  Structural Aspects and Seismic Performance of 1-Story Precast Buildings in Turkey , 2013 .

[4]  J. Mander,et al.  Theoretical stress strain model for confined concrete , 1988 .

[5]  Davide Bellotti,et al.  Experimental investigation of the cyclic response of reinforced precast concrete framed structures , 2015 .

[6]  Andrea Belleri,et al.  Seismic Performance of Precast Industrial Facilities Following Major Earthquakes in the Italian Territory , 2015 .

[7]  Ned M. Cleland,et al.  Observations from the February 27, 2010, Earthquake in Chile , 2012 .

[8]  Minehiro Nishiyama,et al.  Lessons learned from the Kobe earthquake: a Japanese perspective , 1995 .

[9]  Cem Demir,et al.  Failures of structures during the October 23, 2011 Tabanlı (Van) and November 9, 2011 Edremit (Van) earthquakes in Turkey , 2013 .

[10]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[11]  Giandomenico Toniolo,et al.  Precast concrete structures: the lessons learned from the L'Aquila earthquake , 2012 .

[12]  Eduardo N. Dvorkin,et al.  A formulation of general shell elements—the use of mixed interpolation of tensorial components† , 1986 .

[13]  Neil M. Hawkins,et al.  Performance of precast/prestressed concrete building structures during Nirthridge earthquake , 1994 .

[14]  Fabio Minghini,et al.  Observational failure analysis of precast buildings after the 2012 Emilia earthquakes , 2016 .

[15]  Y. L. Wong,et al.  Drift Capacity of Rectangular Reinforced Concrete Columns with Low Lateral Confinement and High-Axial Load , 2003 .

[16]  Paolo Negro,et al.  The Emilia earthquakes: Report and analysis on the behavior of precast industrial buildings from a field mission , 2014 .

[17]  Gaetano Manfredi,et al.  Neoprene-concrete friction relationships for seismic assessment of existing precast buildings , 2011 .

[18]  M. Fardis,et al.  Deformations of Reinforced Concrete Members at Yielding and Ultimate , 2001 .

[19]  R. Camassi,et al.  Seismic hazard assessment for Adria , 1999 .

[20]  Tiziana Rossetto,et al.  The 20th May 2012 Emilia Romagna Earthquake , 2012 .

[21]  Gaetano Manfredi,et al.  Seismic assessment of existing precast industrial buildings using static and dynamic nonlinear analyses , 2008 .

[22]  Enrico Spacone,et al.  FIBRE BEAM–COLUMN MODEL FOR NON‐LINEAR ANALYSIS OF R/C FRAMES: PART I. FORMULATION , 1996 .

[23]  Gennaro Magliulo,et al.  The Emilia Earthquake: Seismic Performance of Precast Reinforced Concrete Buildings , 2014 .

[24]  Luigi Sorrentino,et al.  Failure of industrial structures induced by the Emilia (Italy) 2012 earthquakes , 2013 .