A Proposal for the Consolidation of a R.C. Social Housing by Means of External Hybrid Steel-Glass Frameworks

Article Preview

Abstract:

A proposal for the seismic consolidation of an existing r. c. social housing complex is presented. The intervention is thought to concern just the external facades in order to minimize costs and discomfort of inhabitants. Two external hybrid steel-glass bracing frameworks have been designed, with the aim to reach both seismic and energetic advantages. The mechanics of the framework system takes advantages from the compressive strength of the glass panels and the tension strength of steel braces and columns. A hypothetical application on a typical r. c. building dating back to the ‘60s in the city of Leghorn (Italy) is illustrated.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

3-8

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] F. Mazza, A. Vulcano, Nonlinear seismic analysis to evaluate the effectiveness of damped races designed for retrofitting r. c. framed structures, Int. Jour. of Mechanics 7 (2013) 251-261.

Google Scholar

[2] G.K. Oral, A.K. Yener, N.T. Bayazit, Building envelope design with the objective to ensure thermal, visual and acoustic comfort conditions; Building and Env. 39 - 3 (2004) 281–287.

DOI: 10.1016/s0360-1323(03)00141-0

Google Scholar

[3] A. Luible, M. Crisinel, Buckling Strength of Glass Elements in Compression, Structural Engineering International, 14 - 2, IABSE, Zürich, (2004).

DOI: 10.2749/101686604777964107

Google Scholar

[4] J. Belis, R. Van Impe, G. Lagae, W. Van-laere, Enhancement of the buckling strength of glass beams by means of lateral restraints, Structural Eng. and Mechanics 15 - 5 (2003), 495-511.

DOI: 10.12989/sem.2003.15.5.495

Google Scholar

[5] S. J. Bennison, C. A. Smith, A. Van Duser, A. Jagota, Structural Performance of Laminated Glass Made with a Stiff, Interlayer, In: Glass in Buildings, V. Block, (2002).

DOI: 10.1520/stp11056s

Google Scholar

[6] M. Haldimann, A. Luible, M. Overend, Structural use of Glass, Structural Engineering Document SED, IABSE, ISBN 978-3-85748-119-2, Zürich, (2008).

DOI: 10.2749/sed010

Google Scholar

[7] M. Froli, L. Lani, Glass Tensegrity Trusses, Structural Engineering International. IABSE, Zürich, 4 (2010) pp.436-411.

DOI: 10.2749/101686610793557564

Google Scholar

[8] M. Froli, M. Santarsiero, A Contribution to the Theoretical Prediction of Life-Time in Glass Structures, Journal of the International Association for Shell and Spatial Structures 52-4, 170 (2011) 225-231.

Google Scholar

[9] M. Sassu, M. Andreini, A. De Falco, C. Gesi, A. Potenza, Seismic consolidation of r. c. pilotis building of '60s with r. c. walls and steel columns. Proc. XIV conf. ANIDIS (2011).

DOI: 10.4028/www.scientific.net/amm.638-640.1937

Google Scholar

[10] L. Giresini, A. Gioeli, M. Sassu, Seismic reinforcement of a r. c. building with external steel frameworks: the case of the primary school XXV April of Arcola (Italy), Advanced Materials Research, 834-836 (2014).

DOI: 10.4028/www.scientific.net/amr.834-836.697

Google Scholar