Influence of the RFS Geometry on the Performance of Dissipative Slim-Floor Beam-to-Column Joints

Author:

Don RafaelaORCID,Vulcu CristianORCID,Ciutina AdrianORCID,Stratan AurelORCID

Publisher

Springer Nature Switzerland

Reference17 articles.

1. ArcelorMittal. High-rise buildings (brochure), ArcelorMittal Europe – Long Products Sections and Merchant Bars (2017)

2. prEN 1998-1-2. Eurocode 8: Design of structures for earthquake resistance – Part 1–2: Earthquake resistance design of structures. CEN, Brussels, 16 December 2022

3. DIBt (Deutsches Institut für Bautechnik). National Technical Approval, No. Z-26.4-59, CoSFB-Betondübel, Applicant: ArcelorMittal Belval & Differdange S.A., Berlin (2014)

4. DIBt (Deutsches Institut für Bautechnik). National Technical Approval, No. Z-26.2-49, Delta Verbundträger, Berlin (2020)

5. EN 1994-1-1. Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. CEN, Brussels (2004)

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