Damage observations of RC buildings from 2023 Kahramanmaraş earthquake sequence and discussion on the seismic code regulations

Eren Vuran, Cavit Serhatoğlu, M. Ömer Timurağaoğlu, Eleni Smyrou, Ihsan Engin Bal, Ramazan Livaoğlu

    Research output: Contribution to journalArticleAcademicpeer-review

    Abstract

    Kahramanmaraş Earthquake Sequence of 6th of February is the deadliest earthquake that happened in Turkey in the era of instrumental seismology, claiming more than 55 thousand lives and leaving torn down cities and towns behind. More than 450 km long lateral strike-slip fault ruptured during these catastrophic earthquakes. As a result, more than 38 thousand buildings collapsed causing life losses. Considering that the large share of the Turkish building stock consists of RC buildings, the vulnerable RC building stock is the main responsible for this picture. Deficiencies of the Turkish RC building stock are well known since they manifested themselves several times in the past earthquakes. However, considering the improvements in the seismic codes and the seismic hazard maps achieved in the last two decades, the widespread collapse of buildings constructed after year 2000 was rather unexpected. Some of the observed structural damage patterns are similar to those observed also in the pre-2000 buildings in recent earthquakes, however, some other types of damages, such as out-of-plane bending and shear failures or shear-friction capacity failure of RC walls, brittle fracture and bond-slip failure of reinforcement, tension failure of beams and slabs are usually not witnessed. This paper presents a carefully selected set of examples comparing the pre-2000 and post-2000 building damages and collapses, also referring to a detailed summary and comparison of the code developments in Turkey.
    Original languageEnglish
    Pages (from-to)1153-1182
    Number of pages30
    JournalBulletin of Earthquake Engineering
    Volume23
    DOIs
    Publication statusPublished - 10 Jan 2024

    Keywords

    • post-earthquake damage assessment
    • reinforced concrete buildings
    • seismic behaviour
    • structural damage patterns
    • damage assessment

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