Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading

Author:

Del Gaudio Carlo,De Risi Maria TeresaORCID,Ricci Paolo,Verderame Gerardo Mario

Publisher

Springer Science and Business Media LLC

Subject

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

Reference67 articles.

1. Akhound F, Vasconcelos G, Lourenço PB, Palha CAOF, Silva LC (2015) In-plane and out-of plane experimental characterization of RC masonry infilled frames. In: M2D-6th international conference on mechanics and materials in design, pp 427–440

2. Alwashali H, Torihata Y, Jin K, Maeda M (2018) Experimental observations on the in-plane behaviour of masonry wall infilled RC frames; focusing on deformation limits and backbone curve. Bull Earthq Eng 16(3):1373–1397

3. Angel RD, Abrams DP, Shapiro D, Uzarski J, Webster M (1994) Behavior of reinforced concrete frames with masonry infills. University of Illinois Engineering Experiment Station. College of Engineering. University of Illinois at Urbana-Champaign

4. ASCE (2013) ASCE/SEI 41-13. Seismic evaluation and retrofit of existing buildings. American Society of Civil Engineers, Reston

5. Baggio C, Bernardini A, Colozza R, Coppari S, Corazza L, Della Bella M, Di Pasquale G, Dolce M, Goretti A, Martinelli A, Orsini G, Papa F, Zuccaro G (2007) Field manual for post-earthquake damage and safety assessment and short term countermeasures. Translation from Italian: Goretti A, Rota M, JRC Scientific and Technical Reports, EUR 22868 EN-2007

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