Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates

Author:

Özkılıç Yasin OnuralpORCID

Funder

Türkiye Bilimsel ve Teknolojik Araştirma Kurumu

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference65 articles.

1. Abel MSM, Murray TM (1994) Analytical and experimental investigation of the extended unstiffened moment end-plate connection with four bolts at the beam tension flange. In: Abel MSM, Murray TM, Via Jr CE (eds) Department of Civil Engineering, Structures and Materials Research Laboratory

2. Abidelah A, Bouchaïr A, Kerdal DE (2012) Experimental and analytical behavior of bolted end-plate connections with or without stiffeners. J Constr Steel Res 76:13–27. https://doi.org/10.1016/j.jcsr.2012.04.004

3. Adegoke IO (2009) Ductility of thin extended endplate connections

4. Adey BT, Cheng J, Grondin GY (1997) Extended end plate moment connections under cyclic loading

5. Adey BT, Grondin GY, Cheng JJ (2000) Cyclic loading of end plate moment connections. Can J Civ Eng 27:683–701. https://doi.org/10.1139/l99-080

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