Assessment of a Macro-Model Component-Based Approach for Steel-Concrete Composite Joints in Seismic Areas

Author:

Fasan MarcoORCID,Bedon ChiaraORCID

Publisher

Springer Nature Switzerland

Reference19 articles.

1. Plumier A, Doneux C, Bouwkamp J, Plumier G (1998) Slab design in connection zone of composite frames. In: Proceedings of the 11th European conference on earthquake engineering, Paris, France

2. Leon RT (1998) Analysis and design problems for PR composite frames subjected to seismic loads. Eng Struct 20(4–6):364–371

3. Ma Y-X, Tan KH (2023) Strength- and component-based model for steel beam to reinforced concrete column joint. J Struct Eng 149(5). https://doi.org/10.1061/JSENDH.STENG-11446

4. Faridmehr I, Nikoo M, Pucinotti R, Bedon C (2021) Application of component-based mechanical models and artificial intelligence to bolted beam-to-column connections. Appl Sci 11(5):2297

5. CEN, European Committee for Standardization. (2005). Eurocode 3: Design of steel structures - Part 1–8: Design of joints, EN 1993-1-–8

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