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Strengthening Measures for Upgrading the Seismic Response of Gazi Hasan Pasha Mosque, Kos Island
On 21/7/2017 a strong earthquake with epicentre between the Greek island Kos and the Turkey city Bodrum shook the area. The magnitude of the earthquake was Mw = 6,6 and it caused damage both to build environment and to humans, two people were killed. Older masonry buildings and newer ones of reinforced concrete, as well as roads and the port, developed damage. The Gazi Hasan Pasha mosque, a structure built during the 17th century developed very limited damage during this seismic event. In 1933 an earthquake of the same size had also shaken Kos Island and nevertheless the damage was extensive, the load-bearing walls responded well without cracks or extensive deformations; the mosque developed extensive damage to the minaret and to timber members as is the roof and the floor. In this paper both the capacity of the structure under the seismic loads of EN1998-1 as well as the effectiveness of recommended strengthening measures are studied. Two strengthening schemes provided the insertion of steel tendons are proposed. In order to assess the effectiveness of these measures, the assessment was done according to the Greek Code for Interventions to Masonry Structures (KADET) that suggests performance base criteria.
Strengthening Measures for Upgrading the Seismic Response of Gazi Hasan Pasha Mosque, Kos Island
On 21/7/2017 a strong earthquake with epicentre between the Greek island Kos and the Turkey city Bodrum shook the area. The magnitude of the earthquake was Mw = 6,6 and it caused damage both to build environment and to humans, two people were killed. Older masonry buildings and newer ones of reinforced concrete, as well as roads and the port, developed damage. The Gazi Hasan Pasha mosque, a structure built during the 17th century developed very limited damage during this seismic event. In 1933 an earthquake of the same size had also shaken Kos Island and nevertheless the damage was extensive, the load-bearing walls responded well without cracks or extensive deformations; the mosque developed extensive damage to the minaret and to timber members as is the roof and the floor. In this paper both the capacity of the structure under the seismic loads of EN1998-1 as well as the effectiveness of recommended strengthening measures are studied. Two strengthening schemes provided the insertion of steel tendons are proposed. In order to assess the effectiveness of these measures, the assessment was done according to the Greek Code for Interventions to Masonry Structures (KADET) that suggests performance base criteria.
Strengthening Measures for Upgrading the Seismic Response of Gazi Hasan Pasha Mosque, Kos Island
Lecture Notes in Civil Engineering
Vayas, Ioannis (editor) / Mazzolani, Federico M. (editor) / Karantoni, Fillitsa V. (author) / Dimakopoulou, Dionysia (author)
International Conference on Protection of Historical Constructions ; 2021 ; Athens, Greece
2021-12-04
11 pages
Article/Chapter (Book)
Electronic Resource
English
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