In situ static and dynamic investigations on the “Torre Grossa” masonry tower

G Bartoli, M Betti, S Giordano - Engineering Structures, 2013 - Elsevier
Many ancient masonry towers represent one of the most relevant characteristics of both the
Italian and the whole European territory. To preserve their cultural and economic value, they …

Field observations and failure analysis of the Basilica S. Maria di Collemaggio after the 2009 L'Aquila earthquake

V Gattulli, E Antonacci, F Vestroni - Engineering failure analysis, 2013 - Elsevier
On Monday, the 6th of April, 2009, a devastating earthquake struck L'Aquila causing the
partial collapse of the Basilica S. Maria di Collemaggio, an important symbol of the city. The …

Mechanical behaviour of a stone masonry bridge assessed using an implicit discrete element method

A Rafiee, M Vinches - Engineering Structures, 2013 - Elsevier
The aim of this study is to investigate the effect of different types of static loadings on the
mechanical behaviour of a standard arch bridge and a masonry stone bridge in real scale …

Church of San Giuliano di Puglia: seismic repair and upgrading

P Foraboschi - Engineering Failure Analysis, 2013 - Elsevier
Abstract The notorious October-31-2002 earthquake threatened the collapse of the church of
San Giuliano di Puglia (Campobasso, Italy). This paper describes the main points of the …

Dynamics and failure mechanisms of ancient masonry churches subjected to seismic actions by using the NSCD method: The case of the medieval church of S. Maria …

G Lancioni, S Lenci, Q Piattoni, E Quagliarini - Engineering Structures, 2013 - Elsevier
Abstract The Non-Smooth Contact Dynamics method (NSCD), implemented in the LMGC90
code, has been applied to the study of the seismic response of a medieval church, the S …

Cappella dei Principi in Firenze, Italy: Experimental Analyses and Numerical Modeling for the Investigation of a Local Failure

G Bartoli, M Betti - Journal of performance of constructed facilities, 2013 - ascelibrary.org
The paper reports the results of a research aimed at analyzing and interpreting the cracking
pattern on the Cappella dei Principi (Prince's Chapel, the Medici's mausoleum) in the …

[PDF][PDF] Experimental and numerical analysis of new bricks made up of polymer modified-cement using expanded vermiculite

F Koksal, JJ del Coz Diaz, O Gencel… - Comput …, 2013 - researchgate.net
In this paper, the properties of the cement mortar modified with styrene acrylic ester
copolymer were investigated. Expanded vermiculite as lightweight aggregate was used for …

Study of the seismic behavior of the “Old Municipal Chambers” building in Christchurch, New Zealand

R Marques, JM Pereira, PB Lourenço… - Journal of Earthquake …, 2013 - Taylor & Francis
This article presents a study of the seismic behavior of the “Old Municipal Chambers”
building in Christchurch, which was damaged by earthquakes in 2010 and 2011. In view of …

Collapse of a masonry wall in an industrial building: Diagnosis by numerical modeling

J José del Coz Díaz, JM Adam… - … of performance of …, 2013 - ascelibrary.org
This paper presents the analysis of a failure involving the partial collapse of a masonry wall
made of precast concrete blocks in an industrial building as a result of the action of the wind …

[PDF][PDF] Modern technology necessity in academic training to protect of Iran architectural heritage authenticity

AM Moradi, MS Taher Tolou Del - International Journal of Architectural …, 2013 - sid.ir
The importance of Iranian ancient as architectural heritage have to competent international
prestige and respect due this is important with regard to proper conservation methods based …