Seismic Assessment by Numerical Analyses and Shaking Table Tests for Complex Masonry Structures: The Hagia Irene Case Study

Giorgio Croci; A. Viskovic; A. Herzalla; M. Erdik; M. Akdoğan; Gerardo de Canio; L. Antonelli

doi:10.4028/www.scientific.net/AMR.133-134.777

Paper Titles

Seismic Analysis for the Structural Retrofit of “Palazzo della Civiltà Italiana” in Rome EUR, Italy
p.753

Seismic Vulnerability of the Concordia Temple
p.759

Seismic Vulnerability of Historical Structures: Damage State of the Abruzzo (Italy) Churches in the Sequence of the April 2009 Earthquake
p.765

The Behaviour of S. Agostino Church during 6^th April 2009 Earthquake in L’Aquila: Vulnerability and Damage Assessment
p.771

Seismic Assessment by Numerical Analyses and Shaking Table Tests for Complex Masonry Structures: The Hagia Irene Case Study
p.777

Investigation on Seismic Properties of Load-Bearing Masonry Walls in Chinese Historical Buildings
p.783

Seismic Vulnerability of the Dey’s Palace (Algiers, Algeria)
p.789

Shake Table Test on Rammed Earth Wall Panels
p.795

Seismic Behavior of some Basilica Churches after L’Aquila 2009 Earthquake
p.801

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Seismic Assessment by Numerical Analyses and Shaking Table Tests for Complex Masonry Structures: The Hagia Irene Case Study

Abstract:

The document concerns with the design and study of a large masonry model of Hagia Irene in Istanbul. The goals of experimentation were to acquire a deeper structural behaviour knowledge than that possible to acquire with numerical models only and to assess the effectiveness of the consolidation works foreseen on Hagia Irene. The scale factor chosen is equal to 1:10. The tests were arranged into two different phases: for not reinforced and reinforced scale model .The displacements of the markers placed on the structure were registered by an innovative monitoring technique measuring 3D motion time histories.