Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons-Reference-Cited by-同舟云学术

Push-over analysis of a rubble full-scale masonry wall reinforced with stainless steel ribbons

Published:2018-08-30 Issue:1 Volume:17 Page:497-518
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Spinella Nino^ORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/article/10.1007/s10518-018-0461-2/fulltext.html

Reference39 articles.

1. Akhaveissy AH, Milani G (2013) A numerical model for the analysis of masonry walls in-plane loaded and strengthened with steel bars. Int J Mech Sci 72:13–27. https://doi.org/10.1016/J.IJMECSCI.2013.03.003

2. American Society for Testing and Materials (1991) ASTM C1197: standard test method for in situ measurement of masonry deformability properties using the flatjack method. In: Annual Book of ASTM Standards, pp 1–7

3. American Society for Testing and Materials (2004) ASTM C 1196-04: standard test method for in situ compressive stress within solid unit masonry estimated using flatjack measurements. In: Annual Book of ASTM Standards. West Conshohocken, PA

4. Borri A, Castori G, Corradi M (2011) Intrados strengthening of brick masonry arches with composite materials. Compos Part B Eng 42:1164–1172. https://doi.org/10.1016/j.compositesb.2011.03.005

5. Brandonisio G, Lucibello G, Mele E, De Luca A (2013) Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake. Eng Fail Anal 34:693–714. https://doi.org/10.1016/J.ENGFAILANAL.2013.01.021

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