dc.contributor.author | Altınsu, Elif | |
dc.contributor.author | Güneş, Onur | |
dc.contributor.author | Öztürk, Sezer | |
dc.contributor.author | Sorosh, Shokrullah | |
dc.contributor.author | Sarı, Ali | |
dc.contributor.author | Besoon, Saadet Toker | |
dc.date.accessioned | 2023-12-29T11:11:09Z | |
dc.date.available | 2023-12-29T11:11:09Z | |
dc.date.issued | 2024 | en_US |
dc.identifier.citation | ALTUNSU, Elif, Onur GÜNEŞ, Sezer ÖZTÜRK, Shokrullah SOROSH, Ali SARI & Saadet TOKER BEESON. "Investigating the Structural Damage in Hatay Province After Kahramanmaraş-Türkiye Earthquake Sequences". Engineering Failure Analysis, 157 (2024): 107857. | en_US |
dc.identifier.uri | https://hdl.handle.net/11352/4709 | |
dc.description.abstract | On February 6, 2023, two heavy earthquakes with moment magnitudes (MW) of 7.7 and 7.6 hit
the Kahramanmaras¸ region in southeast Türkiye. Aftershocks of moment magnitude of 6 occurred
consequently. These earthquakes affected more than 14 million people, and caused severe
damage to civil infrastructure including buildings, government offices, religious buildings, dams,
bridges, airports, and roads. After the earthquakes, a group of researchers visited the Hatay
province to assess the response of buildings. Hatay was one of the most heavily affected cities in
the region. The researchers gathered data on damaged reinforced concrete buildings, steel
structures, as well as masonry buildings. This paper focuses on discussing the findings and
analyzing the gathered data from reinforced concrete buildings and steel structures. A wide variety of issues that resulted in heavy damage or, in some cases, complete collapse of the buildings
are discussed. These problems include construction mistakes such as insufficient shear reinforcements, neglected corrosion, utilizing low-quality concrete, insufficient development length
in flexural reinforcements, and strong beam- weak column failure. In addition, various design
errors including excessive torsional response of buildings, rigidity difference in two orthogonal
directions of east–west and north–south of the building plan, pounding effect, short column
failure, and development of weak and soft stories are described using gathered pictorial data.
Finally, recommendations were made, and conclusions were drawn based on previous experimental and numerical studies of the seismic behavior of buildings as well as Turkish Building
Earthquake Code (TBEC- 2018) requirements. | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Elsevier | en_US |
dc.relation.isversionof | 10.1016/j.engfailanal.2023.107857 | en_US |
dc.rights | info:eu-repo/semantics/embargoedAccess | en_US |
dc.subject | Structural Failure | en_US |
dc.subject | Seismic Effect | en_US |
dc.subject | Kahramanmaras¸ Earthquakes | en_US |
dc.subject | Earthquake | en_US |
dc.subject | Ground Motion | en_US |
dc.title | Investigating the Structural Damage in Hatay Province After Kahramanmaraş-Türkiye Earthquake Sequences | en_US |
dc.type | article | en_US |
dc.relation.journal | Engineering Failure Analysis | en_US |
dc.contributor.department | FSM Vakıf Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü | en_US |
dc.identifier.issue | 157 | en_US |
dc.identifier.startpage | 107857 | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.contributor.institutionauthor | Öztürk, Sezer | |