Collapse of a reinforced concrete building with insufficient diaphragm and discussion on diaphragm strengthening for avoiding such failures

Sener Kolemenoglu*, Alper Ilki*

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde BölümKonferans katkısıbilirkişi

Özet

Structural integrity is one of the key issues during the design of a proper lateral force resisting system for structures (i.e. against seismic actions). Therefore, proper design and construction of diaphragms are extremely critical if “rigid diaphragm” assumption is made during structural analyses. Seismic events show that insufficient diaphragms, failing to transfer seismic forces properly to vertical structural members as foreseen during design, are among the reasons causing collapse of buildings. In this paper, observations on a 17-story reinforced concrete (RC) building that lost its integrity and collapsed mainly due to insufficient diaphragm action during the 2023 Turkey Earthquakes, are presented. Furthermore, approach for strengthening of the diaphragm that could have avoided the total collapse of the building is discussed.

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıReConStruct
Ana bilgisayar yayını alt yazısıResilient Concrete Structures - Proceedings of the 20th fib Symposium, 2024
EditörlerRichard S. Henry, Alessandro Palermo
Yayınlayanfib. The International Federation for Structural Concrete
Sayfalar695-706
Sayfa sayısı12
ISBN (Basılı)9782940643257
Yayın durumuYayınlandı - 2024
Etkinlik20th fib Symposium on ReConStruct: Resilient Concrete Structures, 2024 - Christchurch, New Zealand
Süre: 11 Kas 202413 Kas 2024

Yayın serisi

Adıfib Symposium
ISSN (Basılı)2617-4820

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???event.eventtypes.event.conference???20th fib Symposium on ReConStruct: Resilient Concrete Structures, 2024
Ülke/BölgeNew Zealand
ŞehirChristchurch
Periyot11/11/2413/11/24

Bibliyografik not

Publisher Copyright:
© fédération internationale du béton (fib).

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