Nonlinear Behavior of Bolted Extended End-Plate Beam to Column Connections Subject to Cyclic Loading

Selin Yardımcı*, Cüneyt Vatansever

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde BölümKonferans katkısıbilirkişi

Özet

Bolted extended end plate beam-to-column connections are one of the most commonly used moment connections. In Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (AISC 358-16), bolted extended end plate beam-to-column connection details are available to be utilized accordance with the limitations specified in special and intermediate steel moment frames. These limitations are mainly suitable for American I-shapes and do not cover some European I-shapes commonly used in Turkey. According to the study conducted by other researchers, beam-to-column connections with some of these European I-shapes used as beams that do not meet the limitations per AISC 358-16 have been tested and behavior of the connections has been found satisfactory. In this study, a further investigation is made for steel I-shapes used as beams that are not included in the scope of aforementioned study. To widen the availability of I-shapes used as beams and thus limitations specified for the beams, a numerical study is performed through 3D finite element models constructed using ABAQUS software. As a result of finite element analyses, rotational and moment capacities of the connections are obtained. According to moment-rotation curves obtained, it is observed that these considered bolted extended end-plate beam-to-column connections comply with the requirements stipulated in Seismic Provisions for Structural Steel Buildings (AISC 341-16).

Orijinal dilİngilizce
Ana bilgisayar yayını başlığıBuilding for the Future
Ana bilgisayar yayını alt yazısıDurable, Sustainable, Resilient - Proceedings of the Symposium 2023 - Volume 2
EditörlerAlper Ilki, Derya Çavunt, Yavuz Selim Çavunt
YayınlayanSpringer Science and Business Media Deutschland GmbH
Sayfalar372-382
Sayfa sayısı11
ISBN (Basılı)9783031325106
DOI'lar
Yayın durumuYayınlandı - 2023
EtkinlikInternational Symposium of the International Federation for Structural Concrete, fib Symposium 2023 - Istanbul, Turkey
Süre: 5 Haz 20237 Haz 2023

Yayın serisi

AdıLecture Notes in Civil Engineering
Hacim350 LNCE
ISSN (Basılı)2366-2557
ISSN (Elektronik)2366-2565

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???event.eventtypes.event.conference???International Symposium of the International Federation for Structural Concrete, fib Symposium 2023
Ülke/BölgeTurkey
ŞehirIstanbul
Periyot5/06/237/06/23

Bibliyografik not

Publisher Copyright:
© 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.

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