Analysis, FEM modeling, Strengthening

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Analysis, FEM modeling, Strengthening

Project NO: 001    SAINT SOPHYA MOSQUE.    (AYASOFYA CAMİİ)

 

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)

HAGIA SOPHIA MOSQUE(Analysis, FEM modeling, Strengthening)

AYASOFYA CAMİİ

 

The semidomes in east and west directions are most probable to damage during a real earthquake.

 

Strengthening HAGIA SOPHIA MOSQUE

 

 HAGIA SOPHIA MOSQUE(Analysis, FEM modeling, Strengthening)
 HAGIA SOPHIA MOSQUE(Analysis, FEM modeling, Strengthening)
 Strengthening HAGIA SOPHIA MOSQUE
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