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Information Journal Paper

Title

SEISMIC ANALYSIS OF PERSIAN HISTORICAL BRICK MASONRY MINARETS

Pages

  35-49

Abstract

 According to high height and weak tensile strength of materials in MINARETs, it is necessary to study the structural behaviour of MINARETs under EARTHQUAKE loading. Therefore nine HISTORICAL brick masonry MINARETs in Isfahan have been modelled and analysed by applying the nonlinear finite element method for two cases: 1) the whole MINARET, and 2) only the outer shell. Results show that all MINARETs fail due to inclined tensile cracks in bricks and bearing of materials under scaled ground motion records based on the 2800 code. Parametric study has been done to find situations in which the MINARETs do not undergo failure. Parameters have been the height of MINARETs, tensile and compressive strengths of materials, failure criterion, and damping ratio. Conventional variation of the parameters does not prevent the failure of MINARETs due to EARTHQUAKEs.

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  • Cite

    APA: Copy

    HEJAZI, MEHRDAD, MOAYEDIAN, SAYED MOHAMMAD, & DAEI, MARYAM. (2016). SEISMIC ANALYSIS OF PERSIAN HISTORICAL BRICK MASONRY MINARETS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 27(1), 35-49. SID. https://sid.ir/paper/195985/en

    Vancouver: Copy

    HEJAZI MEHRDAD, MOAYEDIAN SAYED MOHAMMAD, DAEI MARYAM. SEISMIC ANALYSIS OF PERSIAN HISTORICAL BRICK MASONRY MINARETS. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2016;27(1):35-49. Available from: https://sid.ir/paper/195985/en

    IEEE: Copy

    MEHRDAD HEJAZI, SAYED MOHAMMAD MOAYEDIAN, and MARYAM DAEI, “SEISMIC ANALYSIS OF PERSIAN HISTORICAL BRICK MASONRY MINARETS,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 27, no. 1, pp. 35–49, 2016, [Online]. Available: https://sid.ir/paper/195985/en

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