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    Seismic Performance of Traditional Stone Masonry Dwellings under Çanakkale Seismic Sequences

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author:
    Aras Fuat;Düzci Ekber
    DOI: 10.1061/(ASCE)CF.1943-5509.0001173
    Publisher: American Society of Civil Engineers
    Abstract: In the first quarter of 217, many seismic events occurred in the Çanakkale region, located on the west edge of the North Anatolian Fault Zone (NAFZ). The number of the shakings with a magnitude greater than four (Mw>4) was 23, and the strongest one, with a magnitude of 5.3 (Mw), occurred three times in this sequence. The tectonic settings and seismicity of the region are outlined briefly, and the recorded strong ground motions are analyzed. Effects of these moderate earthquakes on the regional dwellings are also studied. The earthquake-induced damages are determined after the completion of the sequence, and the observed failure and crack patterns are examined. Finally, the seismic performance of these buildings is compared to those in the Ağrı and Elazığ regions, since the same level of earthquakes hit and damaged regional buildings in these Turkish provinces in the past. In this respect, the comparison of the general characteristics of the traditional dwellings with the identified damages in different regions is the final goal of the presented study.
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      Seismic Performance of Traditional Stone Masonry Dwellings under Çanakkale Seismic Sequences

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4250191
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    contributor authorAras Fuat;Düzci Ekber
    date accessioned2019-02-26T07:54:21Z
    date available2019-02-26T07:54:21Z
    date issued2018
    identifier other%28ASCE%29CF.1943-5509.0001173.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250191
    description abstractIn the first quarter of 217, many seismic events occurred in the Çanakkale region, located on the west edge of the North Anatolian Fault Zone (NAFZ). The number of the shakings with a magnitude greater than four (Mw>4) was 23, and the strongest one, with a magnitude of 5.3 (Mw), occurred three times in this sequence. The tectonic settings and seismicity of the region are outlined briefly, and the recorded strong ground motions are analyzed. Effects of these moderate earthquakes on the regional dwellings are also studied. The earthquake-induced damages are determined after the completion of the sequence, and the observed failure and crack patterns are examined. Finally, the seismic performance of these buildings is compared to those in the Ağrı and Elazığ regions, since the same level of earthquakes hit and damaged regional buildings in these Turkish provinces in the past. In this respect, the comparison of the general characteristics of the traditional dwellings with the identified damages in different regions is the final goal of the presented study.
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance of Traditional Stone Masonry Dwellings under Çanakkale Seismic Sequences
    typeJournal Paper
    journal volume32
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001173
    page4018029
    treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    contenttypeFulltext
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