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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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