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    Field Observation and Vulnerability Assessment of Gonbad-e Qābus

    Source: Journal of Architectural Engineering:;2017:;Volume ( 023 ):;issue: 004
    Author:
    Marziye Ebrahimiyan
    ,
    Mahmoud Golabchi
    ,
    Mohammad Yekrangnia
    DOI: 10.1061/(ASCE)AE.1943-5568.0000266
    Publisher: American Society of Civil Engineers
    Abstract: Gonbad-e Qābus, with a height of 52.8 m that makes it the tallest pure-brick tower in the world, located in the northern part of Iran, represents one of the most magnificent structures of the early Islamic centuries. This structure is still standing among the chaos of urban life and construction, catching the eyes of beholders even from far distances. This paper summarizes the historical and architectural background of this monumental structure and the important restorations carried out mainly in the past century. Various types of existing and potential structural and architectural damages are classified and elaborated in detail, and for each problem, a series of proposed solutions are presented. Utilizing the nonlinear finite-element simulations and equivalent lateral static force method, it is concluded that Gonbad-e Qābus is vulnerable to seismic demands with a return period of 475 years; therefore, retrofit strategies should be considered to improve its seismic performance.
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      Field Observation and Vulnerability Assessment of Gonbad-e Qābus

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4245106
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    contributor authorMarziye Ebrahimiyan
    contributor authorMahmoud Golabchi
    contributor authorMohammad Yekrangnia
    date accessioned2017-12-30T13:03:19Z
    date available2017-12-30T13:03:19Z
    date issued2017
    identifier other%28ASCE%29AE.1943-5568.0000266.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245106
    description abstractGonbad-e Qābus, with a height of 52.8 m that makes it the tallest pure-brick tower in the world, located in the northern part of Iran, represents one of the most magnificent structures of the early Islamic centuries. This structure is still standing among the chaos of urban life and construction, catching the eyes of beholders even from far distances. This paper summarizes the historical and architectural background of this monumental structure and the important restorations carried out mainly in the past century. Various types of existing and potential structural and architectural damages are classified and elaborated in detail, and for each problem, a series of proposed solutions are presented. Utilizing the nonlinear finite-element simulations and equivalent lateral static force method, it is concluded that Gonbad-e Qābus is vulnerable to seismic demands with a return period of 475 years; therefore, retrofit strategies should be considered to improve its seismic performance.
    publisherAmerican Society of Civil Engineers
    titleField Observation and Vulnerability Assessment of Gonbad-e Qābus
    typeJournal Paper
    journal volume23
    journal issue4
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000266
    page05017008
    treeJournal of Architectural Engineering:;2017:;Volume ( 023 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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