PLACE: | İstanbul |
COMPANY: | Kandilli Observatory Dep. Of earthquake research Institute (KOERI) |
TOTAL AREA: | 8000 m2 |
TYPE OF JOB: | Analysis, FEM modeling, ambient vibration test |
STRUTURE TYPE: | Masonry, Granite, marble stone, Brick |
MONUMENT AGE: | 1460 years |
DATE: | 1990, 1992, 2001, |
SOME ASPECTS: | Dome diameter :32m, Height: 56m, One main pier area : 56m2 |
The earthquake damage analysis has been carried out in 1992-1993 with a simple model. then several years later by improving computer a complete nonlinear analysis has been done to investigate the extent of damage and also its positions. The analysis showed the semidomes under the main dome on the east-west are subjected to potential damages.
HAGIA SOPHIA MOSQUE(Analysis, FEM modeling, Strengthening)
The semidomes in east and west directions are most probable to damage during a real earthquake.
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seismicreinforcementcenter@gmail.com
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