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

Author:

Yardımcı SelinORCID,Vatansever CüneytORCID

Publisher

Springer Nature Switzerland

Reference13 articles.

1. ABAQUS (2019) Finite element analysis and computer-aided engineering. Dassault Systémes Simulia Corp., Providence, RI, USA

2. Adey BT, Grondin GY, Cheng JJR (2000) Cyclic loading of end plate moment connections. Can J Civ Eng 27(4):683–701

3. Akgönen Aİ (2015) Moment aktaran alin levhali birleşimlerin çevrimsel yükler altinda davranişi. (Doktora tezi), İstanbul Teknik Üniversitesi, Lisansüstü Eğitim Enstitüsü, İstanbul

4. Akgönen Aİ, Yorgun C, Vatansever C (2015) Cyclic behavior of extended end-plate connections with European steel shapes. Steel Compos Struct 19(5):1185–1201

5. ANSI/AISC 341-16 (2016) Seismic provisions for structural steel buildings. American Institute of Steel Construction, Chicago, Illinois

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