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Sipho G. Thango, Georgios E. Stavroulakis and Georgios A. Drosopoulos
A numerical investigation of masonry walls subjected to blast loads is presented in this article. A non-linear finite element model is proposed to describe the structural response of the walls. A unilateral contact?friction law is used in the interfaces ...
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Gustavo Henrique Nalon, José Carlos Lopes Ribeiro, Leonardo Gonçalves Pedroti, Roberto Marcio da Silva, Eduardo Nery Duarte de Araújo, Rodrigo Felipe Santos and Gustavo Emilio Soares de Lima
The structural performance of civil engineering infrastructures exposed to elevated temperatures has been investigated in many recent works. Some of these studies evaluated the residual mechanical behavior of masonry prisms subjected to high temperatures...
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Baris Gunes
This study describes the seismic assessment of the Archangeloi (Basmelekler) Church in Kumyaka (Sige), Türkiye. The Archangeloi Church is an important religious monument that has survived to the present day from the eighth century. Through field surveys,...
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Marianna Rotilio, Giulia D?Alberto, Angelo Di Egidio, Alessandro Contento and Pierluigi De Berardinis
The recent seismic events in Italy, including the earthquakes in L?Aquila in 2009 and central Italy in 2016, have significantly impacted the historical centers of small and medium-sized cities. These events directly affected their ancient masonry buildin...
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Maria Giovanna Masciotta and Paulo B. Lourenço
The preservation and seismic risk mitigation of built cultural heritage is considered today as a major priority in the international political agenda. Among the great variety of heritage structures spread worldwide, masonry towers belong to one of the mo...
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Marialaura Malena, Andrea Genoese, Bartolomeo Panto?, Daniele Spina and Gianmarco de Felice
The structural analysis of historic masonry churches subject to earthquakes is commonly based on two distinct approaches: that of the global response to seismic actions and that of the local analysis of a priori pre-determined collapse mechanisms. This i...
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José V. Lemos and Vasilis Sarhosis
A detailed modelling approach to represent masonry at the meso-scale is proposed, based on the discrete element method, considering the nonlinear behavior of the joints and the units. The fracture of units is represented by the bonded-block concept, in w...
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Emmanouil-Georgios Kouris, Leonidas-Alexandros S. Kouris, Avraam A. Konstantinidis, Chris G. Karayannis and Elias C. Aifantis
The seismic response of five cultural heritage towers erected between the 10th and 19th century AD are investigated herein. Firstly, their architectural and modal characteristics were studied in the light of seismic events that hit the monuments. There e...
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Yannian Zhang and Moncef L. Nehdi
This study investigates the behavior of cast-in-situ masonry cavity walls subjected to in-plane quasi-static loading. Thirteen cast-in-situ masonry cavity walls and one solid wall were tested under combined axial and quasi-static lateral loads. Test para...
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James S. Davidson, Jeff W. Fisher, Michael I. Hammons, Jonathan R. Porter, and Robert J. Dinan
Pág. 1194 - 1205
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