A bamboo braced frame system for tropical climates

Authors

  • J. Echeverria Santa Clara University
  • C. Sampson Kiewit Infrastructure West Company
  • J. Vargas Devcon Construction
  • T. Nilsson Santa Clara University
  • L. M. Gil-Martin University of Granada
  • M. Aschheim Santa Clara University

DOI:

https://doi.org/10.3989/ic.13.122

Keywords:

Ecological building, ductile bamboo frame, rebar dowel

Abstract


A low-cost housing system was developed for use in tropical countries, specifically Haiti, with the aims of minimizing environmental impact (including carbon emissions), maximizing use of local and preferably recycled materials, and using local labor. The housing system integrates low-strength concrete blocks (made using recycled concrete aggregate), an innovative seismically-resistant bamboo frame, earthen plasters, bamboo trusses, and metal deck roofs. The bamboo frame relies on flexural yielding of a short rebar dowel to provide ductile performance at a controlled strength level. The plinth walls below the frame and short rebar dowel protects the bamboo from moisture. The top of a plastic soda bottle is used to protect the rebar from moisture and to seal the base of the bamboo culm, allowing mortar to be introduced into the culm above. This paper focuses on the experimental and analytical results of the flexural yielding of the rebar dowel to establish the structural design of this critical component of the system for resisting wind and seismic loads.

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References

(1) EERI. (May, 2010). The Mw 7.0 Haiti Earthquake of January 12, 2010: Report #2, EERI. Special Earthquake Report. Earthquake Engineering Research Institute.

(2) DesRoches, R. R., Kurtis, K. E., Gresham, J. J. (2011). Breaking the reconstruction logjam: Haiti urged to recycle concrete rubble. American Ceramic Society Bulletin, 90(1): 20-26.

(3) Federal Research Division. (May, 2006). Country Profile: Haiti. Federal Research Division-Library of Congress. http://lcweb2.loc.gov/frd/cs/profiles/Haiti.pdf.

(4) USAID. (April, 2010). Emergency Market Mapping and Analysis: The Market for Agricultural Labor in Sud-Est Department of Haiti. MicroReport #165. United States Agency for International Development.

(5) Vance, E.D., Maguire, D. A., Zalesny Jr., R. S. (June, 2010). Research Strategies for Increasing Productivity of Intensively Managed Forest Plantations. Journal of Forestry, pp. 183-192.

(6) Blatner, K.A., Cohn, P. J., Fight, R. D. (2010). Returns from Management of Noble Fir Stands for Bough Production and Sawtimber. Western Journal of Applied Forestry, 25(2): 68-72.

(7) Marcklinger, C. J. (2011). Community Environmental Preservation Initiative in Borgne, Haiti. FIU Electronic Thesis and Dissertations, Paper 403.

(8) Perez, M. R., Belcher, B., Maoyi, F., Xiasheng, Y. (2003). Forestry, poverty, and rural development: perspectives from the bamboo subsector. En Hyde, W. F., Xu, J., Belcher, B. (Eds.) China’s Forests: Global Lessons from Market Reforms, (pp. 151-176). Washington D.C.: Resources for the Future and CIFOR.

(9) Van Der Lugt, P. (2005). The bamboo sector in Colombia and Ecuador: a state of the art analysis of opportunities and constraints. Journal of Bamboo and Rattan, 4(4): 421-440.

(10) Riano, N.M., Londono, X., Lopez, Y., Gomez, J.H. (2002). Plant growth and biomass distribution on Guadua angustifolia Kunth in relation to ageing in the Valle Del Cauca - Columbia. Bamboo Science and Culture: The Journal of the American Bamboo Society, 16(1): 43-51.

(11) Trujillo, D. J. A. (6-9 September, 2009). Axially Loaded Connections in Guadua Bamboo. In Proceedings of the International Conference on Non-conventional Materials and Technologies. Bath, UK.

(12) Lopez, D. P. (2009). Desarrollo de un Sistema de Construcción a partir de estructuras en Guadua. Medellín, Colombia: Universidad EAFIT - Ingeniería de Diseño de Producto.

(13) BME Capstone Design Group. (2011). Bamboo wikispaces. Arizona State University. http://bamboo.wikispaces.asu.edu/4.+Bamboo+Properties.

(14) Rottke, E. (6 June, 2003). Bambus Engineering Reports/Mechanical Properties. http://bambus.rwth-aachen.de/eng/reports/mechanical_properties/referat2.html.

(15) Frankel, A., Harmsen, S, Mueller, C., Haase, J. (2010). Documentation for the Initial Seismic Hazards Maps for Haiti, Open File Report 2010-1067, U.S. Geological Survey. http://pubs.usgs.gov/of/2010/1067/.

(16) Aschheim, M., Black, E. (2000). Yield Point Spectra for Seismic Design and Rehabilitation. Earthquake Spectra, Earthquake Engineering Research Institute, 16(2):317-335.

(17) AASHTO. (2012). AASHTO Guide Specification for LRFD Seismic Bridge Design, 2nd Edition (2011 with 2012 interim revisions). Washington, D.C.: American Association of State Highway and Transportation Officials.

(18) Caltrans SDC. (2010). Caltrans Seismic Design Criteria version 1.6. Sacramento, California: California Department of Transportation.

(19) FEMA 440. (June, 2005). Improvement of Nonlinear Static Seismic Analysis Procedures. Report FEMA-440. Washington: Federal Emergency Management Agency.

(20) Echeverria, J., Sampson, C., Vargas, J., Nilsson, T., Gil-Martin, L. M., Aschheim, M. (June, 2013). Development of a Seismic-Resistant Bamboo Braced Frame System for Resisting Earthquakes in Tropical Climates. In 2nd International Congress on Mechanical Models in Structural Engineering. Granada, Spain.

Published

2014-12-30

How to Cite

Echeverria, J., Sampson, C., Vargas, J., Nilsson, T., Gil-Martin, L. M., & Aschheim, M. (2014). A bamboo braced frame system for tropical climates. Informes De La Construcción, 66(Extra-1), m019. https://doi.org/10.3989/ic.13.122

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Section

Research Articles