Wind and Structures

  • 제17권3호
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  • Pages.345-359
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  • 2013
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  • 1226-6116(pISSN)
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  • 1598-6225(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Response evaluation of historical crooked minaret under wind and earthquake loadings

  • Ural, Ali (Department of Civil Engineering, Aksaray University) ;
  • Dogangun, Adem (Department of Civil Engineering, Uludag University) ;
  • Meraki, Sakir (A-Project Eng. Archt. Ltd.)
  • 투고 : 2012.12.20
  • 심사 : 2013.07.11
  • 발행 : 2013.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Turkey has been hosted various civilizations throughout centuries and it has become one of the oldest settlements all over the world due to the geographical location. Therefore, it has accommodated innumerable historical structures remain from the past civilizations. Protection and conservation of these historical constructions should be the major points for continuity of history. Crooked minaret is one of between these historical invaluable structures. It is located at the city of Aksaray and it dates back approximately 800 years. The minaret has lost its vertical position in time and bends on the North-West direction. In this study, general information is given about minarets and some restoration recommendations are given for crooked minaret based on performed some finite element structural analyses. These analyses are considered into three cases; 1-Dead loading, 2-Wind loading, and 3-Earthquake loadings. Results from the analyses are discussed detailed and some useful recommendations are given in the end of the study.

키워드

참고문헌

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피인용 문헌

  1. An integrated Terrestrial Laser Scanner (TLS), Deviation Analysis (DA) and Finite Element (FE) approach for health assessment of historical structures. A minaret case study vol.153, 2017, https://doi.org/10.1016/j.engstruct.2017.10.026
  2. Evaluation of masonry minarets collapsed by a strong wind under uncertainty vol.76, pp.2, 2015, https://doi.org/10.1007/s11069-014-1531-7
  3. Advanced procedure for documenting and assessment of Cultural Heritage: from Laser Scanning to Finite Element. vol.364, pp.1757-899X, 2018, https://doi.org/10.1088/1757-899X/364/1/012085
  4. Investigation on seismic isolation retrofit of a historical masonry structure vol.16, pp.4, 2013, https://doi.org/10.12989/eas.2019.16.4.501