Seismic Reinforcement of a r.c. Building with External Steel Frameworks: The Case of the Primary School XXV April of Arcola (Italy)

Linda Giresini; Alessandro Gioeli; Mauro Sassu

doi:10.4028/www.scientific.net/AMR.834-836.697

Paper Titles

Study on Displacement Prediction Model of Foundation Pit
p.679

Learn from Tradition: Utilizing Traditional Building Materials in the Post-Earthquake Reconstruction
p.683

Research Progress and Existent Problem of Nano Cement
p.689

Summary of Performance and the Application of the Concrete Filled Steel Tubular Structures
p.693

Seismic Reinforcement of a r.c. Building with External Steel Frameworks: The Case of the Primary School XXV April of Arcola (Italy)
p.697

Research on Construction Control of Irregular Steel-Arch Cable-Stayed Combination Bridges
p.701

Experimental Study on the Effects of Pumice Powder to Cement Soil
p.706

Extra-Lightweight No-Fines Cellular Concrete – Use for Non-Structural Material
p.713

Experimental Research and Finite Element Analysis of BFRP Flexural Strengthening Efficiencies of Pre-Damaged Concrete Beams
p.720

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 834-836Seismic Reinforcement of a r.c. Building with...

Seismic Reinforcement of a r.c. Building with External Steel Frameworks: The Case of the Primary School XXV April of Arcola (Italy)

Abstract:

The present work assesses the seismic restoration of a primary school in Arcola (Italy) made by a r.c. framework, built in the 60s and affected by high seismic vulnerability. The reinforcement is made by a set of four steel frameworks applied in the outside façades of the school. Results of cost-effectiveness and seismic safety were achieved, together with a quick and easy execution of the intervention.

You might also be interested in these eBooks

Research in Materials and Manufacturing Technologies

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 834-836)

Pages:

697-700

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.834-836.697

Citation:

Cite this paper

Online since:

October 2013

Authors:

Linda Giresini, Alessandro Gioeli, Mauro Sassu

Keywords:

Lighthouse, R.C. Historic Constructions, Tower

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[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] 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

[4] Lucchesi M., Sassu M. (1995). Energy dissipation of a thin elastoplastic tube under torsion and compression. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES Vol. 32, Issue 19 p.: 2891-2906 doi: 10. 1016/0020-7683(94)00242-O, WOS: A1995RL79900004.

DOI: 10.1016/0020-7683(94)00242-o

Google Scholar

[5] 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

[6] 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