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Large-Scale Experimental Investigation on Mustafa Pasha Mosque
Authors:Lidija Krstevska  Ljubomir Tashkov  Kiril Gramatikov  Raffaele Landolfo  Oreste Mammana  Francesco Portioli
Institution:1. Institute of Earthquake Engineering and Engineering Seismology, University “Ss. Cyril and Methodius” , Skopje, Macedonia lidija@pluto.iziis.ukim.edu.mk;3. Institute of Earthquake Engineering and Engineering Seismology, University “Ss. Cyril and Methodius” , Skopje, Macedonia;4. Civil Engineering Faculty, Department of Wooden Structures , University “Ss. Cyril and Methodius” , Skopje, Macedonia;5. University of Naples “Federico II” , Naples, Italy
Abstract:To evaluate the seismic stability of Mustafa Pasha Mosque in Skopje strengthened by an advanced mixed technology, shaking table tests were carried out on a model in scale 1:6. The investigation was performed within the activities of the Sixth Framework Program PROHITECH – “Earthquake Protection of Historical Buildings by Reversible Mixed Technologies”. To define the effectiveness of the proposed strengthening the testing procedure consisted of two main phases: testing of the original model and testing of the strengthened model. The observed seismic behavior and damage during each phase of the testing program were analyzed on the basis of the obtained experimental results.
Keywords:Mosque  Shaking Table  Scaled Model  Seismic Stability  Strengthening  Advanced Mixed Technology  FRP
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