The aftermath of 2011 Van earthquakes: Evaluation of strong motion, geotechnical and structural issues

Beyza Taskin*, Atila Sezen, Ulgen Mert Tugsal, Ayfer Erken

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

32 Citations (Scopus)

Abstract

October 23rd, 2011 ML6. 7 (Mw7. 2 KOERI) Tabanli-Van Earthquake caused damage in a widespread area specifically in the settlement regions throughout the Lake Van. A number of 58 buildings totally collapsed during the shake with 52 of them however, reported to be in Ercis district. 17 days after this destructive event, another earthquake of ML5. 6 hit the region again on the 9th of November having the epicentral location at Edremit district. The second earthquake mostly affected the central region of Van province with a number of 25 totally collapsed buildings and furthermore it significantly increased the existing structural damages. Strong motion records from both earthquakes and their impacts on structures as well as geotechnical issues are studied in this paper. Extensive liquefaction triggered lateral spread, landslide and slope failure cases were observed mainly at non-residential areas. Soil amplification is evaluated to be one of the main reasons for the heavy damage occurred in Ercis. Furthermore, site investigations and damage assessment performed after each earthquake proved that the observed damages are strongly correlated with insufficient qualities of structural materials, inadequate detailing and poor workmanship.

Original languageEnglish
Pages (from-to)285-312
Number of pages28
JournalBulletin of Earthquake Engineering
Volume11
Issue number1
DOIs
Publication statusPublished - Feb 2013

Funding

Acknowledgments The site investigation is supported by the Rectorate of Istanbul Technical University and is gratefully acknowledged.

FundersFunder number
Istanbul Teknik Üniversitesi

    Keywords

    • Damage assessment
    • Liquefaction
    • Masonry
    • Reinforced-concrete
    • Van Earthquakes

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