3rd International Civil Engineering and Architecture Congress, Trabzon, Türkiye, 12 - 14 Ekim 2023, cilt.1, ss.986-994, (Tam Metin Bildiri)
Purpose: This study employs the finite element method to calibrate the model of the Fatih Büyük Mosque minaret using
the ANSYS Workbench program, incorporating natural vibration characteristics obtained through experimentation.
Study design/methodology/approach: The minaret of the Fatih Büyük Mosque consists of seven distinct geometric
sections along its height, starting from the foundation: base, pulpit, transition segment, cylindrical or polygonal
body/shaft, balcony, upper part of the minaret body, and dome, along with stairs. A 3D model representing these various
sections is constructed using continuous elements within ANSYS Workbench. Free vibration analyses are then
conducted on the structure to determine dynamic characteristics such as natural frequencies and mode shapes, which
depend on the minaret's physical and mechanical properties. The Response Surface Method, a component of ANSYS
Workbench software, is utilized to calibrate the dynamic characteristics of the structure through finite element analysis.
The calibration process involves three steps: i) Experimental design, ii) Construction of the response surface, iii)
Optimization of the response surface. After calibrating the finite element model, a comparison is made between the
results of experimental and numerical analyses of the minaret.
Findings: Discrepancies between frequency values obtained through the ANSYS Workbench program and natural
frequencies acquired from experimental tests are apparent. However, the post-calibration method, which utilizes the
Response Surface Method within ANSYS Workbench, proves to be effective and suitable for addressing these
differences.
Originality/value: This study allows for a comparison of dynamic characteristics obtained from experimental work and
3D finite element analysis for the Fatih Büyük Mosque minaret. The model calibration is achieved by employing the
Response Surface Method. This process aids in determining the actual material properties of the structure, predicting
potential areas of damage, and identifying stress zones using the finite element method. Furthermore, it highlights that
the minaret, constructed centuries ago, and exposed to various internal and external factors, may not achieve perfect
geometric representation within the finite element environment.
Keywords: Finite element method; Analytical model updating; Response surface method; Historical masonry minaret