Tests Results and Simple Structural Analysis of the Main Lighthouse in the Harbor of Livorno (Italy)

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Abstract:

The present work assesses the structural analysis of the main lighthouse of Livornos harbor. It is made by a r.c. framework, built in the 50s as reconstruction of medieval tower similar to it. The wind and seismic actions (with and without collaboration of the masonry infill and façade) are investigated, showing the fundamental contribution of the masonry layers for a satisfactory structural response.

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Periodical:

Advanced Materials Research (Volumes 834-836)

Pages:

1299-1303

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Online since:

October 2013

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[1] De Falco A, Giresini L, Sassu M (2013).

Google Scholar

[2] Andreini M, De Falco A, Giresini L, Sassu M (2013).

Google Scholar

[3] Andreini M, De Falco A, Sassu M (2012).

Google Scholar

[4] Andreini M, Sassu M (2011). Mechanical behavior of full unit masonry panels under fire action. FIRE SAFETY JOURNAL, vol. 46, pp.440-450, ISSN: 0379-7112, doi: 10. 1016/ j. firesaf. 2011. 07. 004, WOS: 000295110400008.

DOI: 10.1016/j.firesaf.2011.07.004

Google Scholar

[5] Andreini M, De Falco A, Sassu M (2012).

Google Scholar

[6] Sassu M (2003). Biaxiality effect on the energy dissipated by elastoplastic base-isolators. JOURNAL OF ENGINEERING MECHANICS, vol. 129, pp.607-612, ISSN: 0733-9399, doi: 10. 1061/0733-9399, WOS: 000182979100003.

DOI: 10.1061/(asce)0733-9399(2003)129:6(607)

Google Scholar

[7] Sassu M (2006). The Reinforced Cut Wall (RCW): A Low-Cost Base Dissipator for Masonry Buildings. EARTHQUAKE SPECTRA, vol. 22, pp.533-554, ISSN: 8755-2930, WOS: 000238376100012.

DOI: 10.1193/1.2193195

Google Scholar