Mampostería con madera sismorresistente en Europa

Autores/as

  • A. Dutu Technical University of Civil Engineering of Bucharest, The National Research and Development Institute “URBAN-INCERC”
  • J. Gomes Ferreira Technical University of Lisbon, Instituto Superior Técnico, Lisboa
  • L. Guerreiro Technical University of Lisbon, Instituto Superior Técnico, Lisboa
  • F. Branco Technical University of Lisbon, Instituto Superior Técnico, Lisboa
  • A. M. Gonçalves Technical University of Lisbon, Instituto Superior Técnico, Lisboa

DOI:

https://doi.org/10.3989/mc.2012.01811

Palabras clave:

madera, mampostería, edificios tradicionales, comportamiento sísmico

Resumen


Europa es un continente que está sujeto a una significativa actividad sísmica. Por esta razón, se debe analizar el comportamiento sísmico, no sólo de las nuevas estructuras, diseñadas sobre la base de códigos más exigentes, sino también de los diversos tipos de estructuras antiguas. En este artículo se analizan las estructuras constituidas por mampostería y madera, que se pueden encontrar en Portugal, Turquía, Francia, Inglaterra, Grecia, Rumania, Italia, España, Alemania y Escandinavia. Aunque estas estructuras presentan diferencias en cuanto a detalles constructivos, su sistema estructural es idéntico: el sistema estructural de madera absorbe principalmente las cargas horizontales, mientras que la mampostería garantiza la resistencia a la acción de la gravedad. El estudio presentado incluye un breve informe acerca de la sismicidad de los países en que existe el tipo de construcción mencionado, conjuntamente con la descripción de los sistemas constructivos específicos de cada país.

Descargas

Los datos de descargas todavía no están disponibles.

Citas

(1) Dogangun A., Tuluk I.O., Livaoglu R., Acar R.: “Traditional wooden buildings and their damages during earthquakes in Turkey”, Engineering Failure Analysis, Vol 13, nº 6 (2006), pp 981–996. http://dx.doi.org/10.1016/j.engfailanal.2005.04.011

(2) Langenbach, R.: “From opus craticium to the Chicago frame. Earthquake resistant traditional construction.”, Structural Analysis of Historical Constructions, New Delhi, ISBN 972-8692-27-7, (2006).

(3) Gülkan, P., Langenbach, R.: “The earthquake resistance of traditional timber and masonry dwellings in Turkey”, 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, Paper No. 2297 (2004).

(4) Silva, V. Cóias: “Using advanced composites to retrofit Lisbon’s old ‘seismic resistant’ timber framed buildings”, European Timber Buildings as an Expression of Technological and Technical Cultures, Editions Scientifiques et Médicales, Elsevier SAS, 2002:109-124 (2002).

(5) Meireles, H. A., Bento, R.: “Cyclic behaviour of Pombalino “frontal” walls”, 14th European Conference on Earthquake engineering, Aug. 30 - Sept. 3 2010, Ohrid, Macedonia (2010)

(6) Silva, V. Cóias: “Structural rehabilitation of old buildings” (in portuguese), ed. GECoRPA/Argumentum”, Lisbon (2007).

(7) Godey S., Bossu R., Mazet-Roux G. “Ten years of seismicity in the euro-mediterranean region: panorama of the EMSC bulletin 1998-2007”, Geophysical Research Abstracts, Vol. 11, EGU2009-4933, 2009 EGU General Assembly, (2009).

(8) Pedrosa, F. Tedim, Goncalves, J.: “The 1755 earthquake in the Algarve (South of Portugal): what would happen nowadays?”, Advances in Geosciences, Vol 14, (2008) pp 59–63. http://dx.doi.org/10.5194/adgeo-14-59-2008

(9) Çelebioglu, B., Limoncu, S.: “Strengthening of Historic Buildings in Post-disaster Cases”, Third International Conference/Post Disaster Reconstruction: Meeting Stakeholder Interests, Florence, Italy, 17-19 May 2006, (2006) pp 383-392.

(10) Makarios, T., Demosthenous, M.: “Seismic response of traditional buildings of Lefkasm Island, Greece”, Engineering Structures, Vol 28 (2006), pp 264–278 http://dx.doi.org/10.1016/j.engstruct.2005.08.002

(11) Georgescu, E.S., Dragomir, C.S. “L'Aquila earthquake of 6 April 2009 in Abruzzo, Italy. Field investigations and research on seismic effects on buildings and socio-economic impact, in conjunction with rehabilitation strategies.” (in Romanian), URBAN-INCERC, Romania, (2009).

(12) Buforn, E., Udias, A., Mezcua, J., Madariaga, R.: “A deep earthquake under south Spain, 8 MARCH 1990”, Bulletin of the Seismological Society of America, Vol. 81, No. 4 (1991), pp 1403-1407.

(13) Tyagunov, S., Grunthal, G., Wahlstrom, R., Stempniewski, L. Zschau, J.: “Seismic risk mapping for Germany”, Natural Hazards and Earth System Sciences, Vol 6 (2006), pp 573–586. http://dx.doi.org/10.5194/nhess-6-573-2006

(14) Dutu, A.: “Analysis of seismic response of reinforced concrete buildings rehabilitated by different methods” (in Romanian), Constructii, No. 2 (2009), pp 55-64.

(15) Musson, R. M. W., Sargeant, S. L. “Eurocode 8 seismic hazard zoning maps for the UK”, British Geological Survey, Seismology and Geomagnetism Program, Technical Report CR/07/125, Issue 3.0 (2007), 62 pp.

(16) Mascarenhas, J. “Construction systems V. The pombalino buildings in Lisbon downtown.” (in Portuguese), ed. Livros Horizonte, ISBN 972-24-24-1338-4 (2005).

(17) Pais, Isabel: “Lisbon before and after the 1755 earthquake Effects on the urban and building technologies evolution”, Workshop on seismicity and earthquake engineering in the extended Mediterranean region, Workshop report, Luso-American Foundation, 26-29 Oct. 2009, (2009).

(18) Diskaya, H.: “Damage Assessment of 19th Century Traditional Timber Framed Structures in Istanbul”, ICOMOS IWC - XVI International Symposium, Florence, Venice and Vicenza, 11-16 Nov. 2007, (2007).

(19) Vivenzio, G.: “History of 'earthquakes occurred in the province of Calabria, and further in the city of Messina in the year 1783 and what was done in Calabria for its revival until 1787” (in Italian), Stamperia Regale, Naples (1993).

(20) Barucci, C., “Prototypes and patents of earthquake resistant houses” (in Italian), Gangemi editore, Roma (1990).

(21) Ruggieri, N., “Earthquake resistant house – antiseismic systems and timber framing. Theoretical basis and structural characteristics of the casa baraccata”, International Conference on the Conservation of Historic Wooden Structures, Florence (2005).

(22) Tobriner, S., 1997: “The casa baraccata: an antiseismic system in Calabria in the 18th century” (in Italian), Arte del Costruire, Vol. 56, pp 110-115 (1997).

(23) Redondo, E. González., Hernández-Ros, R. Aroca., 2003: “Wooden framed structures in Madrid domestic architecture of 17th to 19th centuries”, Proceedings of the First International Congress on Construction History, Madrid, 20-24 Jan. 2003, pp 1077-1091 (2003)

(24) Service éducatif des musées de la Ville de Strasbourg: “Living in an Alsatian house” (in French), Alsatian Museum, Strasbourg (2004).

(25) Bostenaru, M.: “Housing report. Half-timbered house in the ‘border triangle’ (Fachwerkhaus im Dreiländereck).”, World Housing Encyclopedia an Encyclopedia of Housing Construction in Seismically Active Areas of the World (2004).

(26) Georgescu, E.S.: “History of construction techniques. Part IV - Pre-modern techniques for seismic risk prevention.” (in Romanian), Department of Technical Sciences, UAUIM (2003).

(27) Copani, P.: “Timber-Frame Buildings in Scandinavia: High Deformation Prevent the System from Collapse, From Material to Structure - Mechanical Behaviour and Failures of the Timber Structures”, ICOMOS IWC - XVI International Symposium – Florence, Venice and Vicenza, 11-16 Nov. 2007 (2007).

(28) Swope, C. T.: “Classic houses of Seattle. High Style to Vernacular, 1870–1950”, Timber Press, ISBN 0-88192-717-1 (2005).

(29) http://www.britainexpress.com/architecture

(30) Gulkan, P.: “Building code enforcement prospects: The failure of public policy”, Earthquake Spectra, Supplement A to Vol. 16, pp.351-367 (2000).

(31) Gulhan, D., Güney, ?. Ö.: “The behaviour of traditional building systems against earthquake and its comparison to reinforced concrete frame systems; experiences of Marmara earthquake damage assessment studies in Kocaeli and Sakarya, Earthquakesafe: lessons to be learned from traditional construction.”, International Conference on the Seismic Performance of Traditional Buildings, Istanbul, Turkey, 16-18 Nov. 2000 (2000).

(32) Jiménez, M. J., Giardini, D., Gru.nthal, G.: “The ESC-SESAME unified hazard model for the European-Mediterranean region”, EMSC/CSEM Newsletter 19, European-Mediterranean Seismological Center, pp 2-4 (2003).

Descargas

Publicado

2012-12-30

Cómo citar

Dutu, A., Gomes Ferreira, J., Guerreiro, L., Branco, F., & Gonçalves, A. M. (2012). Mampostería con madera sismorresistente en Europa. Materiales De Construcción, 62(308), 615–628. https://doi.org/10.3989/mc.2012.01811

Número

Sección

Nota Técnica