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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Kırtel, Osman / Aydın, Ferhat / Boru, Elif / Toplu, Elif / Aydın, Emine / Saribiyik, Ali / Dok, Gokhan / Akkaya, Abdulhalim / Vural, Isa / Öntürk, Kurban / Kayatürk, Dua / Akgül, Tahir / Akça, Kutalmış Recep / Ipek, Metin / Sumer, Yusuf / Serdar, Ahmet Hamdi / Arslan, Şeymanur / Özden, Abdulkadir / Caglayan, Semih / Şahin, Süleyman Nurullah Adahi / Saribiyik, Mehmet / Çeribaşı, Gökmen / Ceyhunlu, Ahmet Iyad (2024): Seismic damage assessment of under-construction industrial buildings: Insights from the february 2023 Türkiye-Syria earthquakes. In: Case Studies in Construction Materials, v. 21 (Dezember 2024).

    https://doi.org/10.1016/j.cscm.2024.e03507

  2. Çağlar, Naci / Vural, Isa / Kırtel, Osman / Saribiyik, Ali / Sumer, Yusuf (2023): Structural damages observed in buildings after the January 24, 2020 Elazığ-Sivrice earthquake in Türkiye. In: Case Studies in Construction Materials, v. 18 (Juli 2023).

    https://doi.org/10.1016/j.cscm.2023.e01886

  3. Nasery, Mohammad Manzoor / Ağcakoca, Elif / Aydin, Medine / Sumer, Yusuf (2023): Effects of support type and geometric shape of steel tube on concrete-encased concrete-filled steel tube beam under low velocity impact. In: Structures, v. 47 (Januar 2023).

    https://doi.org/10.1016/j.istruc.2022.11.075

  4. Aktas, Muharrem / Sumer, Yusuf (2014): Nonlinear Finite Element Analysis of Damaged and Strengthened Reinforced Concrete Beams. In: Journal of Civil Engineering and Management, v. 20, n. 2 (April 2014).

    https://doi.org/10.3846/13923730.2013.801889

  5. Demir, Aydin / Çağlar, Naci / Ozturk, Hakan / Sumer, Yusuf (2016): Nonlinear finite element study on the improvement of shear capacity in reinforced concrete T-Section beams by an alternative diagonal shear reinforcement. In: Engineering Structures, v. 120 (August 2016).

    https://doi.org/10.1016/j.engstruct.2016.04.029

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