Cultural Heritage and Earthquake: The Case Study of “Santa Maria Della Carità” in Ascoli Piceno
暂无分享,去创建一个
Enrico Quagliarini | Stefano Lenci | Francesco Clementi | Francesco Monni | Ersilia Giordano | S. Lenci | F. Clementi | E. Quagliarini | E. Giordano | F. Monni
[1] R. Borst,et al. Analysis of Mixed-Mode Fracture in Concrete , 1987 .
[2] Enrico Quagliarini,et al. Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review , 2017 .
[3] Antonio Formisano,et al. Theoretical and Numerical Seismic Analysis of Masonry Building Aggregates: Case Studies in San Pio Delle Camere (L’Aquila, Italy) , 2017 .
[4] Giuseppe Brandonisio,et al. Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake , 2013 .
[5] Domenico Liberatore,et al. Strength domains and return algorithm for the lumped plasticity equivalent frame model of masonry structures , 2015 .
[6] Salvatore Russo,et al. Influence of the annex on seismic behavior of historic churches , 2014 .
[7] 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 .
[9] Antonio Formisano,et al. Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building , 2017 .
[10] P. Lourenço,et al. Numerical study of the role of mortar joints in the bond behavior of FRP-strengthened masonry , 2013 .
[11] Anil K. Chopra,et al. A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings , 2004 .
[12] Enrico Quagliarini,et al. Post-World War II Italian school buildings: typical and specific seismic vulnerabilities , 2015 .
[13] Paolo Clini,et al. Fast, low cost and safe methodology for the assessment of the state of conservation of historical buildings from 3D laser scanning: The case study of Santa Maria in Portonovo (Italy) , 2017 .
[14] Gabriele Milani,et al. Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms , 2015 .
[15] Federico M. Mazzolani,et al. Urban Habitat Constructions Under Catastrophic Events : COST C26 Action Final Report , 2010 .
[16] Seyed Saeed Mahini. Smeared crack material modelling for the nonlinear analysis of CFRP-strengthened historical brick vaults with adobe piers , 2015 .
[17] Gabriele Milani,et al. Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis , 2016 .
[18] Paulo B. Lourenço,et al. Damage identification on arched masonry structures using ambient and random impact vibrations , 2010 .
[19] Sergio Lagomarsino,et al. Seismic Vulnerability of Ancient Churches: I. Damage Assessment and Emergency Planning , 2004 .
[20] Claudio Modena,et al. In-Plane Behavior of Clay Masonry Walls: Experimental Testing and Finite-Element Modeling , 2010 .
[21] Gabriele Milani,et al. Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM , 2016 .
[22] J. Rots. Smeared and discrete representations of localized fracture , 1991 .
[23] Stefano Lenci,et al. Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model , 2018 .
[24] Sara Paganoni,et al. Assessment and analysis of damage in L’Aquila historic city centre after 6th April 2009 , 2011 .
[25] Paulo B. Lourenço,et al. Recent advances in masonry modelling : micromodelling and homogenisation , 2008 .
[26] Federico M. Mazzolani,et al. Numerical calibration of an easy method for seismic behaviour assessment on large scale of masonry building aggregates , 2015, Adv. Eng. Softw..
[27] Humberto Varum,et al. Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques , 2015, Bulletin of Earthquake Engineering.
[28] J. Mendes,et al. Seismic vulnerability and risk assessment: case study of the historic city centre of Coimbra, Portugal , 2011 .
[29] Andrea Vignoli,et al. Numerical assessment of the static and seismic behaviour of the basilica of Santa Maria all’Impruneta (Italy) , 2011 .
[30] Stefano Lenci,et al. Seismic performance of precast reinforced concrete buildings with dowel pin connections , 2016 .
[31] Stefano Lenci,et al. Influence of the Shear-Bending Interaction on the Global Capacity of Reinforced Concrete Frames: A Brief Overview of the New Perspectives , 2017 .
[32] Stefano Lenci,et al. Assessment of seismic behaviour of heritage masonry buildings using numerical modelling , 2016 .
[33] Peter Fajfar,et al. THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS , 1996 .
[34] Panagiotis G. Asteris,et al. Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures , 2015 .
[35] Miha Tomaževič. Seismic Resistance of Masonry Buildings in Historic Urban and Rural Nuclei: Lessons Learned in Slovenia , 2011 .
[36] Daniela Isidori,et al. Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network , 2016 .
[37] Antonio Formisano,et al. Local- and global-scale seismic analyses of historical masonry compounds in San Pio delle Camere (L’Aquila, Italy) , 2017, Natural Hazards.
[38] Camilla Colla,et al. Linee guida per la valutazione e riduzione del rischio sismico del patrimonio culturale , 2014 .
[39] Federico M. Mazzolani,et al. Review: Innovative steel connections for the retrofit of timber floors in ancient buildings: A numerical investigation , 2009 .