Arquitectura y situación presente en Nepal
-Ayers 2011. Negotiating Climate Resilience, Nepal. IDS Bull. 42-3
-Bernier MR. 1997. Himalayan Architecture. Madison: Fairleigh D. -CBS 2014, Annual household survey 2014. Gov.Nepal. Katmandú
-Gray J.2006. Architecture of lifeworlds, Nepal, Aldershot: Ashgate
-International Monetary Fund, World Economic Outlook, 01-2018 NBC 000 a 114 y 201 a 205 (1994) y NBC 206 a 208 (2003)
-NBC Nepal Building Codes (http://dudbc.gov.np/buildingcode)
-Regional Study on Wood Energy in Asia, Field Document 50/1997
-Yeomans, D. 1996. The Interaction of Timber and Brick Masonry in the Kathmandu Valley, APT Bulletin, 1/2-1996, p. 74-81
Reconstrucción en Nepal tras los terremotos de 2015
-Abari. 2016a. How to build a transitional shelter: http://abari.earth/ -Abari. 2016b. How to build a permanent home: http://abari.earth/
-Abari. 2016c. Model homes: http://abari.earth/ -Abari. 2016d. How to build a transitional classr.: http://abari.earth/
-Adhikary N. 2016, “Vernacular architecture in post-earthquake Nepal”, Int. Journal of Environmental Studies
-Design catalogue for reconstruction of earthquake resistant house. 2016. Gov. of Nepal, 2073/12/16. Kathmandu, Vols. I y II.
-Forbes C. 2015. Challenges for Rebuilding in Nepal, unpublished paper prepared for Nepal Rebuilds network, distributed 8/8/2015.
-Forbes C. 2017. “Rebuilding Nepal: traditional&modern approach” Journal of Disaster Resilience in Built Environment 3, p.218-229
-Langenbach R. 2015. “Gabion bands” for reconstructing rural rubble stone houses after the 2015 Nepal earthquakes”, Report
Bóvedas tabicadas
-Block P. et al. 2010. “Tile vaults for low-cost construction in Africa”. Journal of the African Technology 7/1-2, p. 4-13
-Davis L. 2012. “Funicular Tile Vaults”. Structural Engin.11 p.46-56
-Fortea M., López, V. 2001. Bóvedas de ladrillo. Madrid: Ed.Oficios
-Huerta S. 2005. Mecánica de bóvedas tab. Arquitectura 339: 102s
-Jalia A. 2017. Innovative Masonry Shell Construction in India’s Evolving Building Crafts: Case for Tile Vaulting. PhD, U.Cambridge
-Moya L. 1947. Bóvedas tabicadas. Madrid: Ministerio de Fomento
-Vegas F., Mileto C. 2016. “El panteón Soriano-Manzanet en VilaReal (Castellón)”, CyTet Vol. XLVIII, n. 190, p. 725-732
Sostenibilidad de la arquitectura vernácula
-Baker L. 2017. Manual for strong & aceptable housing. Costford
-Bhatia G. 1991. L.Baker life, works & writings. London: Penguin
-Correia et al. 2014. VerSus. Heritage for tomorrow. Firenze FUP
-Guillaud H. & Morisset S. 2014. VerSus. Grenoble: CRAterre
-UN Habitat. 2014. Thin Tile Vaulting. How to build it step by step
Refuerzo estructural con fibras naturales
-Blondet M. (ed.) 2015. Casas seísmorresistentes y saludables de adobe reforzado con cuerdas, Lima: PUCP / SENDICO
-PAID-05-11-2893/UPV. 2012. Consolidación estructural: forjados tradicionales con capa de compresión de yeso armada con fibras
-Vegas F. et al. 2013. “Natural fibres as reinforcement of gypsum compression layers”. 6th Congress Science & Technology CNR
Bóvedas de BTC (Bloques de Tierra Comprimidos)
-Gómez FJ. et al. 2017. “Optimización geométrica bóvedas de BTC”. Meyer & Nieves (ed). 16 SIACOT, FADA-UNA, ProTerra
-Ramage M. et al. 2010. “African vaults with soil-cement tiles”. Journal Shell & Spatial Structures, 51/4, p. 14-23
-Vegas, F. et al. 2018. “Early experiences for the construction of CEB vaults”. Journal of Latest Trends in Engineering 11/1, p.48-52
Mecánica y refuerzo de bóvedas en general y bajo seísmo
-Bertolesi et al.2016. Analysis of FRP-reinforced masonry arches. Composites Part B: Engineering, Vol. 88: 189ss
-Bertolesi et al.2017. Masonry arches & vaults strengthened with TRM&FRP comp: Analysis, Composite Structures. Vol.187: 385ss
-Carozzi et al.2017. Masonry arches & vaults strengthened with TRM&FRP comp: Evaluation. Composite Structures. Vol.187: 466ss
-Dejong M. et al. 2011a. “Testing & analysis of geogrid-reinforced thin-shell Masonry”. 6th Int. Conf. on Space Structures, London -Dejong M. et al. 2011b. “Design/construction of geogrid-reinforced thin-shell Masonry”. 6th Int. Conf. on Space Structures, London
-Dejong M.et al.2017. F.E. modelling to predict cracking & seismic collapse of thin masonry shell structure. IASS Meeting, Hamburg -Martínez J et al.2001. Comp.mecánico de la fábrica. Madrid: UPM
-Wilson, S. 2016. ‘Structural Design of Shallow Masonry Domes’ (Master’s Thesis, M.I.T., Dept. Civil & Environmental Engineering