Discussion on the Nonlinear Horizontal Behavior of a Multi-span Masonry Bridge
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-91877-4_151
Reference20 articles.
1. Melbourne C, Wang J, Tomor AK (2007) A new masonry arch bridge assessment strategy (SMART). Proc. Inst. Civ. Eng. 160:81–87. https://doi.org/10.1680/bren.2007.160.2.81
2. da Porto F, Tecchio G, Zampieri P, Modena C, Prota A (2016) Simplified seismic assessment of railway masonry arch bridges by limit analysis. Struct. Infrastruct. Eng. 12(5):567–591. https://doi.org/10.1080/15732479.2015.1031141
3. Zampieri P, Tecchio G, da Porto F, Modena C (2014) Limit analysis of transverse seismic capacity of multi-span masonry arch bridges. Bull. Earthquake Eng. 13(5):1557–1579. https://doi.org/10.1007/s10518-014-9664-3
4. Zampieri P, Zanini MA, Faleschini F (2016) Influence of damage on the seismic failure analysis of masonry arches. Constr. Build. Mater. 119:343–355. https://doi.org/10.1016/j.conbuildmat.2016.05.024
5. Zanini MA, Hofer L, Faleschini F, Zampieri P, Fabris N, Pellegrino C (2016) Preliminary macroseismic survey of the 2016 amatrice seismic sequence. Ann Geophys. https://doi.org/10.4401/ag-7172
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