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 dil | İngilizce |
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Ana bilgisayar yayını başlığı | ReConStruct |
Ana bilgisayar yayını alt yazısı | Resilient Concrete Structures - Proceedings of the 20th fib Symposium, 2024 |
Editörler | Richard S. Henry, Alessandro Palermo |
Yayınlayan | fib. The International Federation for Structural Concrete |
Sayfalar | 695-706 |
Sayfa sayısı | 12 |
ISBN (Basılı) | 9782940643257 |
Yayın durumu | Yayınlandı - 2024 |
Etkinlik | 20th fib Symposium on ReConStruct: Resilient Concrete Structures, 2024 - Christchurch, New Zealand Süre: 11 Kas 2024 → 13 Kas 2024 |
Yayın serisi
Adı | fib Symposium |
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ISSN (Basılı) | 2617-4820 |
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???event.eventtypes.event.conference??? | 20th fib Symposium on ReConStruct: Resilient Concrete Structures, 2024 |
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Ülke/Bölge | New Zealand |
Şehir | Christchurch |
Periyot | 11/11/24 → 13/11/24 |
Bibliyografik not
Publisher Copyright:© fédération internationale du béton (fib).