Forming new steel-framed openings in load-bearing masonry walls: design methods and nonlinear finite element simulations

Author:

Billi Lorenzo,Laudicina Francesco,Salvatori LucaORCID,Orlando Maurizio,Spinelli Paolo

Publisher

Springer Science and Business Media LLC

Subject

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

Reference28 articles.

1. Bartoli G, Betti M, Biagini P, Borghini A, Ciavattone A, Girardi M, Lancioni G, Marra AM, Ortolani B, Pintucchi B, Salvatori L (2016) Epistemic uncertainties in structural modeling: a blind benchmark for seismic assessment of slender masonry towers. ASCE J Perform Constr Facil 31(5):1–18

2. Battaglia R (2014) Rinforzi e/o introduzione di aperture - metodi di calcolo. Training course “Impariamo a ricostruire”, University of Ferrara

3. Berti M, Salvatori L, Spinelli P (2017) Unreinforced masonry walls with irregular opening layouts: reliability of equivalent-frame modelling for seismic vulnerability assessment. Bull Earthq Eng 15:1213–1239

4. Blasi C, Foraboschi P (1994) Analytical approach to collapse mechanisms of circular masonry arch. ASCE J Struct Eng 120(8):2288–2309

5. Calderoni B, Cordasco EA, Lenza P (2010) Structural behaviour of masonry spandrels of URM buildings subjected to horizontal loading: experimental analysis. Ing Sismica 27(4):49–70

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