Experimental behaviour of bolted connections with stiffeners-Reference-Cited by-同舟云学术

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Experimental behaviour of bolted connections with stiffeners

Published:2019-03-13 Issue:2 Volume:12 Page:105-113
ISSN:1867-0520
Container-title:Steel Construction
language:en
Short-container-title:Steel Construction

Author:

Maali Mahyar¹,Kılıç Mahmut¹,Aydın Abdulkadir Cüneyt¹

Affiliation:

1. Ataturk UniversityDepartment of Civil EngineeringFaculty of Engineering 25240 Erzurum Turkey

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stco.201800010

Reference33 articles.

1. A Study on the Ductility of Bolted Beam‐Column Connections;Babu S.S.;International Journal of Modern Engineering Research (IJMER),2012

2. Experimental behaviour of high strength steel end-plate connections

3. New modeling for moment–rotation behavior of bolted endplate connections

4. On the assessment of a new steel bolted flush end-plate beam splice connection

5. The Science and Practice of Welding

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1. Assessment of cold-formed steel screwed beam-column conections: Experimental tests and numerical simulations;STEEL COMPOS STRUCT;2024

2. Cold-Formed Steel Beam-to-Column Screw Connections Exposed to High Temperatures Reinforced with CFRP;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-02-28

3. The Confinement Effect on the Buckling Performance of Cylindrical Tanks;International Journal of Steel Structures;2023-02-10

4. Experimental investigation of screwed beam-column connection using cold-formed steel back-to-back sections with gusset-plate;Structures;2023-01

5. Influence of beam/gusset plate thicknesses on the moment–rotation capacity of cold-formed steel screwed back-to-back sections;Sādhanā;2022-12-16

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