Performance of a Far-Field Historical Church during the 2016–2017 Central Italy Earthquakes

AbstractChurches are an essential part of the historical and architectural heritage of several countries, and various earthquakes have highlighted the significant seismic vulnerability of ancient r...

[1]  Gabriele Milani,et al.  Lesson learned after the Emilia-Romagna, Italy, 20–29 May 2012 earthquakes: A limit analysis insight on three masonry churches , 2013 .

[2]  Adem Doğangün,et al.  Effect of geometric properties on dynamic behavior of historic masonry minaret , 2016 .

[3]  Gianfranco De Matteis,et al.  Damage Probability Matrices for Three-Nave Masonry Churches in Abruzzi After the 2009 L’Aquila Earthquake , 2015 .

[4]  Alessandro Cabboi,et al.  Structural Identification of a Masonry Tower Based on Operational Modal Analysis , 2015 .

[5]  Carmelo Gentile,et al.  One-year dynamic monitoring of a historic tower: damage detection under changing environment , 2016 .

[6]  Sorrentino Luigi,et al.  The structural strengthening of early and mid 20th century reinforced concrete diaphragms , 2008 .

[7]  Paulo B. Lourenço,et al.  Statistical Assessment of Damage to Churches Affected by the 2010–2011 Canterbury (New Zealand) Earthquake Sequence , 2013 .

[8]  Omar AlShawa,et al.  Simulation Of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (II): Combined Finite-Discrete Elements , 2016 .

[9]  C. Modena,et al.  Macro-Scale Analysis of Damage to Churches after Earthquake in Abruzzo (Italy) on April 6, 2009 , 2012 .

[10]  Herbert Wiggenhauser,et al.  Intestigation of concrete structures with pulse phase thermography , 2005 .

[11]  Serena Cattari,et al.  Seismic behaviour of ordinary masonry buildings during the 2016 central Italy earthquakes , 2019, Bulletin of Earthquake Engineering.

[12]  E. Buforn,et al.  Vulnerability and risk analysis of monuments in Málaga city’s historical centre (Southern Spain) , 2011, Bulletin of Earthquake Engineering.

[13]  Stefano Podestà,et al.  Simplified Mechanical Model for the Seismic Vulnerability Evaluation of Belfries , 2012 .

[14]  Luigi Sorrentino,et al.  Principal component analysis for a seismic usability model of unreinforced masonry buildings , 2017 .

[15]  Carmelo Gentile,et al.  Ambient vibration testing of historic masonry towers for structural identification and damage assessment , 2007 .

[16]  Luigi Barazzetti,et al.  Photogrammetric survey of complex geometries with low-cost software: Application to the ‘G1′ temple in Myson, Vietnam , 2011 .

[17]  Stefano Parolai,et al.  Assessing the Vibrational Frequencies of the Cathedral of Cologne (Germany) by Means of Ambient Seismic Noise Analysis , 2006 .

[18]  Temel Türker,et al.  Seismic Response of a Historical Masonry Minaret using a Finite Element Model Updated with Operational Modal Testing , 2011 .

[19]  Z. Jagličić,et al.  Validation of non-destructive characterization of the structure and seismic damage propagation of plaster and texture in multi-leaf stone masonry walls of cultural-artistic value , 2014 .

[20]  Sergio Lagomarsino,et al.  Damage assessment of churches after L’Aquila earthquake (2009) , 2012, Bulletin of Earthquake Engineering.

[21]  Paulo B. Lourenço,et al.  Dynamic structural health monitoring of Saint Torcato church , 2013 .

[22]  Paulo B. Lourenço,et al.  Monitoring historical masonry structures with operational modal analysis: Two case studies , 2007 .

[23]  Sergio Lagomarsino,et al.  Damage and Vulnerability Assessment of Churches after the 2002 Molise, Italy, Earthquake , 2004 .

[24]  Kamel Mouhoubi,et al.  Nonintrusive tools to detect salts contamination in masonry: case study of Fontaine-Chaalis church , 2017, Optical Metrology.

[25]  L. Sorrentino,et al.  Structural interpretation of post-earthquake (19th century) retrofitting on the Santa Maria degli Angeli Basilica, Assisi, Italy , 2008 .

[26]  R. Borcherdt.  Effects of local geology on ground motion near San Francisco Bay , 1970 .

[27]  Paulo B. Lourenço,et al.  Comparison between rocking analysis and kinematic analysis for the dynamic out‐of‐plane behavior of masonry walls , 2015 .

[28]  Rosario Ceravolo,et al.  Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios , 2016, Bulletin of Earthquake Engineering.

[29]  Klaus Mechelke,et al.  3D MODEL OF AL ZUBARAH FORTRESS IN QATAR - TERRESTRIAL LASER SCANNING VS. DENSE IMAGE MATCHING , 2015 .

[30]  Bartolomeo Pantò,et al.  Non-linear modeling of masonry churches through a discrete macro-element approach , 2017 .

[31]  M. Cattaneo,et al.  The 2016 central Italy seismic sequence: a first look at the mainshocks, aftershocks, and source models , 2017 .

[32]  Luigi Sorrentino,et al.  Vulnerability Assessment of Unreinforced Masonry Churches Following the 2010–2011 Canterbury Earthquake Sequence , 2017 .

[33]  Michael C. Griffith,et al.  Review of Out-of-Plane Seismic Assessment Techniques Applied To Existing Masonry Buildings , 2016 .

[34]  Carmelo Gentile,et al.  Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy , 2015 .

[35]  Elisabetta Rosina,et al.  Dynamic IRT for the frescoes assessment: the study case of Danza Macabra in Clusone (Italy) , 2005, SPIE Defense + Commercial Sensing.

[36]  Omar AlShawa,et al.  Static penetration test for historical masonry mortar , 2016 .

[37]  Serena Cattari,et al.  Modelling of vaults as equivalent diaphragms in 3D seismic analysis of masonry buildings , 2008 .

[38]  Luigi Sorrentino,et al.  Seismic Risk Assessment of New Zealand Unreinforced Masonry Churches using Statistical Procedures , 2018 .