Evaluation of masonry minarets collapsed by a strong wind under uncertainty
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  • 作者:Ali Ural (1)
    Fatih K. Firat (1)

    1. Department of Civil Engineering
    ; Aksaray University ; 68100 ; Aksaray ; Turkey
  • 关键词:Minaret mosque ; Finite element analysis ; LUSAS ; Wind speed ; Wind load ; Statistical analysis
  • 刊名:Natural Hazards
  • 出版年:2015
  • 出版时间:March 2015
  • 年:2015
  • 卷:76
  • 期:2
  • 页码:999-1018
  • 全文大小:2,470 KB
  • 参考文献:1. Altinsoy A (2012) Investigation of wind energy potential of Aksaray region. The Graduate School of Natural and Applied Sciences, Master Thesis, Aksaray University, Aksaray, Turkey
    2. Altunisik, AC (2011) Dynamic response of masonry minarets strengthened with fiber reinforced polymer (FRP) composites. Nat Hazard Earth Syst 11: pp. 2011-2019 CrossRef
    3. Anthoine, A (1997) Homogenization of periodic masonry: plane Stress, generalized plane strain or 3D modeling. Commun Numer Methods Eng 13: pp. 319-326 CrossRef
    4. Bayraktar, A, Altunisik, AC, Sevim, B, Turker, T, Akkose, M, Coskun, N (2008) Modal analysis, experimental validation, and calibration of a historical masonry minaret. J Test Eval 36: pp. 516-524
    5. Bayraktar, A, Altuni艧ik, AC, Sevim, B, T眉rker, T (2011) Seismic response of a historical masonry minaret using a finite element model updated with operational modal testing. J Vib Control 17: pp. 129-149 CrossRef
    6. Bayraktar, A, Altuni艧ik, AC, Muvafik, M (2014) Damages of minarets during Erci艧 and Edremit earthquakes, 2011 in Turkey. Smart Struct Syst 14: pp. 479-499 CrossRef
    7. Bernardini, E, Spence, SMJ, Kareem, A (2013) A probabilistic approach for the full response estimation of tall buildings with 3D modes using the HFFB. Struct Saf 44: pp. 99-101 CrossRef
    8. Calayir, Y, Sayin, E, Y枚n, B (2012) Performance of structures in the rural area during the March 8, 2010 Elazig-Kovancilar earthquake. Nat Hazards 61: pp. 703-717 CrossRef
    9. Caracoglia, L (2014) A stochastic model for examining along-wind loading uncertainty and intervention costs due to wind-induced damage on tall buildings. Eng Struct 78: pp. 121-132 CrossRef
    10. Cecchini, A, Milani, G, Tralli, A (2005) Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method. J Eng Mech ASCE 131: pp. 185-198 CrossRef
    11. Chen, WF, Mizuno, E (1990) Nonlinear analysis in soil mechanics鈥攖heory and implementation. Elsevier Science Publishers, New York
    12. Dogangun, A, Sezen, H (2012) Seismic vulnerability and preservation of historical masonry monumental structures. Earthq Struct Int J 3: pp. 83-95 CrossRef
    13. Dogangun, A, Acar, R, Sezen, H, Livaoglu, R (2008) Investigation of dynamic response of masonry minaret structures. Bull Earthq Eng 6: pp. 505-517 CrossRef
    14. Doran, B (2003) Elastic-plastic Analysis of R/C coupled shear walls: the equivalent stiffness ratio of the tie elements. J Indian Inst Sci 83: pp. 87-94
    15. Dundar C (2002) T眉rkiye R眉zgar Atlas谋. TC Ba艧bakanl谋k Devlet Meteoroloji Genel M眉d眉rl眉臒眉 ve Enerji Tabii Kaynaklar Bakanl谋臒谋 Elektrik 陌艧leri Et眉t 陌daresi Genel M眉d眉rl眉臒眉, Ankara, Turkey
    16. El-Attar, AG, Saleh, AM, Zaghw, AH (2005) Conservation of a slender historical Mamluk-style minaret by passive control techniques. Struct Control Health 12: pp. 157-177 CrossRef
    17. El-Attar, A, Saleh, A, Habbali, I, Zaghw, AH, Osman, A (2008) The use of SMA wire dampers to enhance the seismic performance of two historical Islamic minarets. Smart Struct Syst 4: pp. 221-232 CrossRef
    18. Ellingwood BR, Galambos TV, Mac Gregor JG, Cornell CA (1980) Development of a probability based load criterion for American National Standards A58. Technical report. NPS Special Publication 577_1980
    19. Firat FK (2007) Development of load and resistance factors for reinforced concrete structures in Turkey. The Graduate School of Natural and Applied Sciences. PhD Thesis, Middle East Technical University, Ankara, Turkey
    20. Firat FK, Yucemen MS (2012) Statistical evaluation of the wind loads as proposed by the Turkish Standard TS 498, Erciyes University. J Inst Sci Technol 28(2):146鈥?52
    21. Firat, FK, Yucemen, MS (2014) Determination of reliability based new load and resistance factors for reinforced concrete structural members. 陌MO Teknik Dergi 420: pp. 6805-6829
    22. Ghiocel, D, Lungu, D (1974) Wind, snow and temperature effects on structures based on probability. Abacus Press, Turbridge Wells
    23. Hac谋efendio臒lu, K (2010) Seasonally frozen soil鈥檚 effect on stochastic response of masonry minaret鈥搒oil interaction systems to random seismic excitation. Cold Reg Sci Technol 60: pp. 66-74 CrossRef
    24. Hac谋efendio臒lu, K, Birinci, F (2011) Stochastic dynamic response of masonry minarets subjected to random blast and earthquake-induced ground motions. Struct Des Tall Spec 20: pp. 669-2011 CrossRef
    25. K枚m眉rc眉 AM (1995) A probabilistic assessment of load and resistance factors for reinforced concrete structures considering the design practice in Turkey. M.Sc. Thesis. Department of Civil Engineering, METU, Ankara, Turkey
    26. Louren莽o PB, Zucchini A (2001) A homogenization model for stretcher bond masonry. Computer Methods in Structural Masonry-5, Comput Geotechnics, UK
    27. Lusas (2014) Finite element analysis software products. Finite Element System, FEA Ltd, UK
    28. Melchers, RE (2002) Structural reliability analysis and prediction. Wiley, Chichester
    29. Minciarelli, F, Gioffre, M, Grigoriu, M, Simiu, E (2001) Estimates of extreme wind effects and wind load factors: influence of knowledge uncertainties. Probab Eng Mech 16: pp. 331-340 CrossRef
    30. Muvafik, M (2014) Field investigation and seismic analysis of a historical brick masonry minaret damaged during the Van Earthquakes in 2011. Earthq Struct 6: pp. 457-472 CrossRef
    31. Oliveira, CS, 脟akt谋, E, Stengel, D, Branco, M (2012) Minaret behavior under earthquake loading: the case of historical Istanbul. Earthq Eng Struct Dyn 41: pp. 19-39 CrossRef
    32. Pekg枚z, RK, G眉rel, MA, Mammadov, Z, 脟谋l谋, F (2013) Dynamic analysis of vertically post-tensioned masonry minarets. J Earthq Eng 17: pp. 560-589 CrossRef
    33. Portioli, F, Mammana, O, Landolfo, R, Mazzolani, FM, Krstevska, L, Tashkov, L, Gramatikov, K (2011) Seismic retrofitting of Mustafa Pasha Mosque in Skopje: finite element analysis. J Earthq Eng 15: pp. 620-639 CrossRef
    34. Resio DT, Irish JL, Westerink JJ, Powell NJ (2013) The effect of uncertainty on estimates of hurricane surge hazards. Nat Hazards 66(3):1443鈥?459
    35. Sahin AD (2001) T眉rkiye R眉zgarlarinin Alan Zaman Modellemesi. Ph D Thesis, 陌T脺, Istanbul, Turkey
    36. Sezen, H, Acar, R, Dogangun, A, Livaoglu, R (2008) Dynamic analysis and seismic performance of reinforced concrete minarets. Eng Struct 30: pp. 2253-2264 CrossRef
    37. Shrestha, KC, Araki, Y, Nagae, T, Omori, T, Sutou, Y, Kainuma, R, Ishida, K (2011) Applicability of Cu鈥揂l鈥揗n shape memory alloy bars to retrofitting of historical masonry constructions. Earthq Struct Int J 2: pp. 233-256 CrossRef
    38. Simiu, E, Scanlan, RH (1978) Wind effects on structures. Wiley, New York
    39. Spence, SMJ, Gioffr猫, M (2012) Large scale reliability-based design optimization of wind excited tall buildings. Prob Eng Mech 28: pp. 206-215 CrossRef
    40. Suryawanshi, A, Ghosh, D (2014) Wind speed prediction using spatio-temporal covariance. Nat Hazards.
    41. Turk, AM, Cosgun, C (2012) Seismic behaviour and retrofit of historic masonry minaret. Gradevinar 64: pp. 39-45
    42. T眉rkeli, E (2014) Determination and comparison of wind and earthquake responses of reinforced concrete minarets. Arab J Sci Eng 39: pp. 3665-3680 CrossRef
    Design loads for buildings. Turkish Standards Institution, Ankara
    43. Ural, A, Uslu, S (2013) Shear tests on stone masonry walls with metal connectors. Eur J Environ Civ Eng.
    44. Ural, A, Do臒ang眉n, A, Meraki, 艦 (2013) Response evaluation of historical crooked minaret under wind and earthquake loadings. Wind Struct 17: pp. 345-359 CrossRef
    45. URL1 (2013) https://www.facebook.com/photo.php?fbid=223680787695152&set=a.223262454403652.56667.223250611071503&type=1&theater
    46. URL-2 (2013) http://www.aksarayafad.gov.tr/upload/resimler/galeri/IMG_0443.jpg
    47. Y眉cemen MS, G眉lkan P (1989) BetonarmeYapilar陌cinY眉kveDayanimKatsayilarininBelirlenmesi. 10th Technical Congress 2, pp 637鈥?/strong>665
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Hydrogeology
    Geophysics and Geodesy
    Geotechnical Engineering
    Civil Engineering
    Environmental Management
  • 出版者:Springer Netherlands
  • ISSN:1573-0840
文摘
A strong wind hit Aksaray province in Turkey on the March 12, 2013. In this natural disaster, two masonry minarets collapsed and one minaret slightly damaged. Fortunately, there was no human injured. In this paper, detailed information about the collapse mechanism of the minarets is given with some illustrative photographs, and a finite element analysis is performed on a collapsed minaret. Here, wind loads that influence on masonry minarets are examined by the use of statistical methods. That is why, the wind speed data are obtained by Turkish State Meteorological Service for Aksaray province. In addition to these data, the other wind load parameters are evaluated in accordance with the published data and knowledge in the international literature. Two analyses are performed on the minaret according to dead loading and wind loading. Some useful information is given about the mistakes during the construction stage of the minarets based on these analyses.

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