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Ahmet Can Altunişik
Researcher at Karadeniz Technical University
Publications - 166
Citations - 2316
Ahmet Can Altunişik is an academic researcher from Karadeniz Technical University. The author has contributed to research in topics: Finite element method & Frequency domain decomposition. The author has an hindex of 25, co-authored 148 publications receiving 1759 citations. Previous affiliations of Ahmet Can Altunişik include Kandilli Observatory and Earthquake Research Institute.
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Modal Parameter Identification of Hagia Sophia Bell-Tower via Ambient Vibration Test
TL;DR: In this article, the results of ambient vibration test and operational modal analysis carried out on the historical masonry bell-tower of the Hagia Sophia church in Trabzon, Turkey are presented.
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Seismic Response of a Historical Masonry Minaret using a Finite Element Model Updated with Operational Modal Testing
TL;DR: In this paper, the authors presented the earthquake response of a historical masonry minaret after a finite element model updating was undertaken using the information from full scale ambient vibration testing, which was performed on the minaret under natural excitations such as wind loading and human movement.
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Modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam
TL;DR: In this paper, the modal parameter identification and vibration based damage detection of a multiple cracked cantilever beam with hollow circular cross-section is presented. And the results are validated by experimental measurements.
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Experimental frequencies and damping ratios for historical masonry arch bridges
TL;DR: In this article, the authors determine the frequency and damping ratios of historical masonry arch bridges experimentally using the Operational Modal Analysis Method (OMA) and Stochastic Subspace Identification (SSI).
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Comparison of near- and far-fault ground motion effect on the nonlinear response of dam–reservoir–foundation systems
Alemdar Bayraktar,Ahmet Can Altunişik,Barış Sevim,Murat Emre Kartal,Temel Türker,Yasemin Bilici +5 more
TL;DR: In this paper, the authors compared the near and far-fault ground motion effects on the nonlinear dynamic response of dams including dam-reservoir-foundation interaction, and determined the displacements, maximum and minimum principal stresses using the finite element method.