scholarly journals General Perspectives on Seismic Retrofitting of Historical Masonry Structures

2017 ◽  
Author(s):  
Baris Sayin ◽  
Baris Yildizlar ◽  
Cemil Akcay ◽  
Tarik Serhat Bozkurt
Keyword(s):  
Seismic Retrofitting ◽  
Masonry Structures ◽  
Historical Masonry

Seismic retrofitting of the historical masonry structures using numerical approach

2016 ◽  
Vol 113 ◽  
pp. 752-763 ◽  
Author(s):  
Cemil Akcay ◽  
Tarik Serhat Bozkurt ◽  
Baris Sayin ◽  
Baris Yildizlar
Keyword(s):  
Numerical Approach ◽  
Seismic Retrofitting ◽  
Masonry Structures ◽  
Historical Masonry

Nonlinear Finite Element Analysis of Unreinforced Masonry Walls

2016 ◽  
Vol 857 ◽  
pp. 142-147
Author(s):  
S. Thomas Feba ◽  
Bennet Kuriakose
Keyword(s):  
Numerical Model ◽  
Unreinforced Masonry ◽  
Masonry Wall ◽  
Seismic Retrofitting ◽  
Nonlinear Static Analysis ◽  
Masonry Walls ◽  
Masonry Structures ◽  
Element Analysis ◽  
Historical Masonry ◽  
Nonlinear Static

Most of the monumental structures worldwide and residential structures in developing countries are built in masonry. The studies performed by various researchers prove the vulnerability of masonry structures under various circumstances, especially under earthquakes, so as to necessitate detailed contemplation. In this paper, a numerical model for nonlinear static analysis of unreinforced masonry walls is developed based on a macro-modelling approach. A detailed parametric study is also performed to analyse the effect of wall thickness as well as length on the behaviour of the masonry wall. The present numerical model can be utilized for risk assessment and seismic retrofitting of historical masonry structures.

scholarly journals Acoustic Emission Health Monitoring of Historical Masonry to Evaluate Structural Integrity under Incremental Cyclic Loading

Proceedings ◽  
2018 ◽  
Vol 2 (8) ◽  
pp. 508 ◽  
Author(s):  
Georgios Livitsanos ◽  
Naveen Shetty ◽  
Els Verstrynge ◽  
Martine Wevers ◽  
Danny Van Hemelrijck ◽  
...  
Keyword(s):  
Acoustic Emission ◽  
Velocity Distribution ◽  
Health Monitoring ◽  
Source Location ◽  
Pulse Velocity ◽  
In Situ Monitoring ◽  
Masonry Walls ◽  
Masonry Structures ◽  
Velocity Measurements ◽  
Historical Masonry

Historical masonry structures during the decades, were composed with a variety of brick and mortar types according to materials availability of each region and the desirable mechanical properties in each specific case. Different composition of mortars leads to another masonry behavior, and each one is suited for different structural purposes. A crucial aspect in damage evaluation of masonry structures is the analysis of long-term behavior which has a great influence on safety assessment of these structures. In this study, cement, hybrid lime cement, hydraulic lime and lime hydrate mortars were assembled with solid red clay bricks to compose four masonry walls of dimensions 515 × 376 × 90 mm. They were tested under cyclic compression loading. Acoustic Emission (AE) allowed in situ monitoring of damage progression. AE is a powerful non-destructive technique applied to identify micro and macro-defects and their temporal evolution in several materials. This technique permits to estimate a variety of characteristics during fracture propagation to obtain information on the criticality of the ongoing process. Specifically, analyzing and comparing AE parameters among the loading cycles of each wall specimen and among the different masonry compositions, an integrity assessment can be achieved. Furthermore, in each loading and unloading step, pulse velocity measurements were conducted using the AE apparatus in order to gain a velocity distribution mapping among the sensors. Each sensor was pulsed in turn, with all other sensors acting as receivers, generating a velocity matrix from one sensor to another. This provided an insight into the damage severity of masonry walls with the increasing number of loading cycles. This measurement was also necessary for refining AE source location accuracy by using either the horizontal or the vertical velocity. Two different cases were investigated. The use of one uniform velocity for the whole masonry wall and the assumption that the velocity differs in the two vertical directions due to the heterogeneity of the structure. These two cases result in differences in the quantity and the position of the localized events. Furthermore, applying direct ultrasonic pulse velocity measurements, in the direction of the width of masonry walls, another integrity investigation was feasible. The presented results further demonstrate the relationships between AE parameter-based analysis, velocity distribution and source location during cyclic compressive loading in masonry specimens. The identification of the nature of damage through the entire dataset of all sensor arrays provides a promising example for structural health monitoring applications on larger scale masonry specimens. As a conclusion, AE activity analysis proved to be a very efficient approach to evaluate fracture progress in masonry.

scholarly journals Tunnelling-induced deformation and damage on historical masonry structures

Géotechnique ◽  
2014 ◽  
Vol 64 (2) ◽  
pp. 118-130 ◽  
Author(s):  
A. AMOROSI ◽  
D. BOLDINI ◽  
G. DE FELICE ◽  
M. MALENA ◽  
M. SEBASTIANELLI
Keyword(s):  
Masonry Structures ◽  
Historical Masonry
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