Published date: Jun 02 2020

Journal Title: KnE Engineering

Issue title: International Congress on Engineering — Engineering for Evolution

Pages: 10–27

DOI: 10.18502/keg.v5i6.7018

Rui Cardosorui.cardoso@ubi.ptBeira Interior University

Anabela PaivaUniversidade de Trás os Montes e Alto Douro

Hausmannian buildings architecture spreads throughout the city of Paris. These buildings were constructed in the 19th century, being presently centenarians. However, they present several pathologies which prevent their adequate use, moreover, an update regarding users security, sound, thermal and fire requirements is, among others, urgently needed. Additionally, there is presently, in Paris, an increasing demand for hotel rooms. For those previous reasons, Hausmannian buildings are presently submitted to heavy operations related to rehabilitation, strengthening, use change and conservation. In this paper, rehabilitation and strengthening works presently carried out in those buildings are described. This description is the result of a technical survey on several Hausmannian building construction sites which occurred between 2015 and 2018. The knowledge from this study should be very useful for the development of sustainable rehabilitation and strengthening techniques and guidelines, aiming to preserve this important building heritage or similar ones existing in other countries.

Keywords: Hausmannian buildings, Rehabilitation, Strengthening, Sustainability

[1] Froidevaux Y. (1986). Techniques de l’architecture ancienne: construction et restauration. Brussels: Pierre Mardaga.

[2] Jomber C. (1764). Modern Architecture or the good construction art for all types of persons Paris.

[3] Jordan D.P. (2004). Haussmann and Haussmannisation: The legacy for Paris. French Historical Studies vol. 27, issue 1, pp. 87-112.

[4] Jordan D.P. (2015). Paris Haussmann and after. Journal of Urban History vol. 41, issue 3, pp. 541-549.

[5] Keegan E., Meffre R., and Marchand Y. (2017). Haussmann stories Paris chartier-corbasson architects. Architect, vol. 106, issue 7, pp. 147-151.

[6] Lepoutre D. (2010). History of a Haussmann-design apartment building in Paris: Inhabitant categories and intra-building relations in a bourgeois milieu. Revue Francaise de Sociologie, vol. 51, issue 2, pp.321-358.

[7] Branco J.M., Piazza M., and Cruz P.J.S. (2011). Experimental evaluation of different strengthening techniques of traditional timber connections. Engineering Structures, volume 33, issue 8, pp. 2259- 2270.

[8] Tavares A., D’Ayala D., and Costa A. et al. (2014). Construction Systems, in Structural in: Costa A., Guedes J., Varum H. (eds) Rehabilitation of Old Buildings. Building Pathology and Rehabilitation. Berlin: Springer.

[9] Branco J.M. and Tomasi R. (2014) Analysis and Strengthening of Timber Floors and Roofs, in: Costa A., Guedes J., Varum H. (eds) Rehabilitation of Old Buildings. Building Pathology and Rehabilitation. Berlin: Springer.

[10] Cardoso R. (2013). Tabique Construction Characterization in Lamego and Alto Douro/ PhD dissertation, Beira Interior University, Portugal.

[11] Cardoso R., Paiva A., Pinto J., et al. (2011). Building details of a tabique dwelling in Trás-os-Montes e Alto Douro region, in 12th International Conference on Durability of Building Materials and Components. Porto: FEUP, pp. 729–736.

[12] Cardoso R. and Pinto J. (2015). Tabique walls composite earth based material characterization in the Alto Douro Wine Region, Portugal. Constructii Journal of Civil Engineering Research, vol. 16, issue 2.

[13] Cardoso R., Paiva A., Pinto J., et al (2016). Characterization of tabique wall nails of the Alto Douro Wine Region. Open Engineering, vol. 6, issue 11, pp.446-454.

[14] Cardoso R., Pinto J., Paiva A., et al (2017). Earth-based material field tests characterization in The Alto Douro Region. Open Engineering, vol. 7, issue 1, pp.435-443.

[15] Moatassem A., Boateng A., and Khaled E. (2018). Maximizing sustainability of existing buildings within limited upgrade budgets. Canadian Journal of Civil Engineering, vol. 45, issue 9, pp. 705-716.

[16] Cardoso R., Paiva A., Pinto J, et al (2018). Structural and Material Characterization of a Haussmann Building. Urbanism. Architecture. Constructions, vol. 9, issue 4, pp.347-356.

[17] Cardoso R., Paiva A., Pinto J, et al (2019). Structural and Material Characterization of a Haussmann Building Complex at La Madeleine, Paris. The First Step Before Sustainable Rehabilitation and Strengthening. Journal WSEAS Transactions on Environment and Development, vol. 5, issue 2, pp.14- 21.

[18] Cardoso R. (2018). Haussmann Structural Floors Repairs and Strengthening Techniques. KTU - Journal of Sustainable Architecture and Civil Engineering, vol. 23, issue 2, pp.16-24.

[19] Biscaia H.C., Chastre C., Cruz D., et al (2017). Flexural strengthening of old timber floors with laminated carbon fiber-reinforced polymers. Journal of Composites for Construction, vol. 21, issue 1.

[20] CEN, EN 1991-1-1. Eurocode 1: Action on structures - Part 1-1: General actions – Densities, Self-weight, imposed loads for buildings. Brussels, 2002.

[21] Pryke J.F.S. (1983). Repair and renewal of buildings. Underpinning, framing, jacking-up and moving brick and stone masonry structures. ICE Journal Publishing, pp.47-62.

[22] Cardoso R. (2018). Paris Haussmann Building Underpinning, a study case. Acta Technica Napocensis: Civil Engineering & Architecture, vol 61, issue 2, pp.40-49.

[23] Rogers R. C. (2000). Modifying Existing Foundations to Carry Additional Load. Practice Periodical on Structural Design and Construction, vol. 5, issue 3, pp.115-121.

[24] Bullivant R.A. and Bradbury H.W. (1996).Underpinning: A Practical Guide. Oxford: Blackwell Science.