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    Observations on the Van Earthquake and Structural Failures

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
    Author:
    Serra Zerrin Korkmaz
    DOI: 10.1061/(ASCE)CF.1943-5509.0000456
    Publisher: American Society of Civil Engineers
    Abstract: Turkey is located in one of the most seismically active regions in the world. In the 1999 Marmara earthquake in Turkey, more than 20,000 people died. On October 23, 2011, an earthquake with a magnitude of 7.2 on the Richter scale struck the Van and Ercis cities, causing more than 600 casualties. The epicenter was located in Zone 1 in the earthquake zones map of Turkey. In this paper, the results of a field reconnaissance survey of the affected earthquake area were reported and common structural failures in reinforced concrete (RC) structures were summarized. The observed failure modes included weak column–strong beam formations, hinging in the columns, column–beam joint failures, lap splice inadequacies, poor concrete quality, insufficient transverse reinforcement, buckling of longitudinal column reinforcement, pancake type of collapse mechanism, soft- and weak-story failures, and short column formations. The buildings in Van and Ercis have also several undesired architectural features, such as the presence of mezzanine floors and penthouses, commercial use of ground floors, etc.
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      Observations on the Van Earthquake and Structural Failures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/58055
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    contributor authorSerra Zerrin Korkmaz
    date accessioned2017-05-08T21:38:13Z
    date available2017-05-08T21:38:13Z
    date copyrightFebruary 2015
    date issued2015
    identifier other%28asce%29cf%2E1943-5509%2E0000461.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58055
    description abstractTurkey is located in one of the most seismically active regions in the world. In the 1999 Marmara earthquake in Turkey, more than 20,000 people died. On October 23, 2011, an earthquake with a magnitude of 7.2 on the Richter scale struck the Van and Ercis cities, causing more than 600 casualties. The epicenter was located in Zone 1 in the earthquake zones map of Turkey. In this paper, the results of a field reconnaissance survey of the affected earthquake area were reported and common structural failures in reinforced concrete (RC) structures were summarized. The observed failure modes included weak column–strong beam formations, hinging in the columns, column–beam joint failures, lap splice inadequacies, poor concrete quality, insufficient transverse reinforcement, buckling of longitudinal column reinforcement, pancake type of collapse mechanism, soft- and weak-story failures, and short column formations. The buildings in Van and Ercis have also several undesired architectural features, such as the presence of mezzanine floors and penthouses, commercial use of ground floors, etc.
    publisherAmerican Society of Civil Engineers
    titleObservations on the Van Earthquake and Structural Failures
    typeJournal Paper
    journal volume29
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000456
    treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
    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
    yabeshDSpacePersian