Experimental evaluation of in-plane seismic demand on power actuated fasteners (PAF) connecting CFS drywall partitions and concrete surrounding elements

Author:

Fiorino Luigi,Campiche Alessia,Grzesik Peter,Landolfo Raffaele

Funder

Università degli Studi di Napoli Federico II

Publisher

Springer Science and Business Media LLC

Reference31 articles.

1. Andreotti G, Lai CG (2019) Use of fragility curves to assess the seismic vulnerability in the risk analysis of mountain tunnels. Tunn Undergr Sp Technol 91:103008

2. Arifin FA, Sullivan TJ, MacRae G et al (2021) Lessons for loss assessment from the Canterbury Earthquakes: a 22-storey building. Bull Earthq Eng 19:2081–2104. https://doi.org/10.1007/s10518-021-01055-7

3. CEN (2004a) EN 10025-2—Hot rolled products of structural steels—part 2: technical delivery conditions for non-alloy structural steels. European Committee for Standardization, Brussels

4. CEN (2004b) EN 1998-1—eurocode 8: design of structures for Earthquake resistance-part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization, Brussels

5. CEN (2005a) EN 520—Gypsum plasterboards—definitions, requirements and test methods. Definitions, requirements and test methods. European Committee for Standardization, Brussels

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