Temporary Green Bamboo Structure: Design, Analysis and Experimental Assessment

Document Type : Original Article

Authors

1 Structural Engineering Department, Imam Ali Officer University, Tehran;

2 Faculty of Technology and Engineering, International University of Imam Khomeini, Qazvin

Abstract

One of the most important basic needs of the affected people after natural disasters such as floods and earthquakes is to live in a safe and suitable place. The costly and time-consuming process of establishing permanent housing will provide temporary residence. Using of the disadvantages of common materials, such as steel and concrete, due unconventional extractions, exorbitant construction and production costs, and irreparable environmental damages, the need to build temporary shelters, fast construction, recyclable, environmentally friendly, low-cost and biodegradable natural resources, like bamboo, is very much felt in our beloved country. Bamboo is used as a structural material in more than 60 countries in the world, which fortunately, its species can also be found in our country. The purpose of this study is to investigate the mechanical properties and structural efficiency of the native Iranian bamboo species with the local name Kara and also design and propose a temporary green structure resistant against lateral loads. The Chevron brace was used as a lateral bearing element and hose-clamp connections were also employed. The results of compression, tensile, shear, shear with hose-clamp, and bending test parallel to the fibers were calculated to be 66.5, 103.42, 2.63, 2.73, and 137.96 MPa, respectively. The results of the analysis and design of the constructed model also indicated that the calculated demand under all load combinations in the elements of columns, beams, and braces for bending and axial stresses was more than 97%, and for shear stresses was more than 57% lower than the allowable capacity of the regulations

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  • Kebnanews, (2021), Temporary housing is a current problem for the people of Sisakht. [online] Available at: https://www. Kebnanews.ir [Accessed 21. 2. 2021].
  • Tasnimnews, (2021), Temporary accommodation in the quake-hit city of Sisakht is not the answer. [online] Available at: https://www. tasnimnews.ir [Accessed 28. 2. 2021].
  • Pana, (2021), Temporary accommodation of more than 8,000 flood and snow victims in Golestan. [online] Available at: https://www. pana.ir [Accessed 23. 3. 2019].
  • Mesghari, Hoshyar. Zarghar, H.Ebrahim & Falahi. (2019). Temporary housing model based on grounded theory method (Case study: Sarpol-e-Zahab city after 1396 earthquake). Environ. Hazards Manage, 6(3), 287-300.
  • Atraj, Razie. Mahdipour, hossein. (2019). Investigating the effect of temporary housing model on residents' sense of security (Case study of Sarpol-e Zahab earthquake in Kermanshah in 2017). National Conference on Contemporary Iranian Architecture and Urban Planning, Ahvaz,1-15.
  • Azadeh, A. (2018). Dendrocalamus Giganteus Bamboo (Doctoral dissertation, PUC-Rio).
  • Liese, W. (1992, December). The structure of bamboo in relation to its properties and utilization. In Zhu, S., Li, W., Zhang, X. Wang, Z. ed., Bamboo and its use. Proceedings of the International symposium on Industrial Use of Bamboo, Beijing, China (pp. 7-11).
  • Ghavami, K. (2005). Bamboo as reinforcement in structural concrete elements. Cement and concrete composites, 27(6), 637-649.
  • Nogata, F., & Takahashi, H. (1995). Intelligent functionally graded material: bamboo. Composites Engineering, 5(7), 743-751.
  • Amada, S., Ichikawa, Y., Munekata, T., Nagase, Y., & Shimizu, H. (1997). Fiber texture and mechanical graded structure of bamboo. Composites Part B: Engineering, 28(1-2), 13-20.
  • Amada, S., & Untao, S. (2001). Fracture properties of bamboo. Composites Part B: Engineering, 32(5), 451-459.
  • Li, S. H., Zeng, Q. Y., Xiao, Y. L., Fu, S. Y., & Zhou, B. L. (1995). Biomimicry of bamboo bast fiber with engineering composite materials. Materials Science and Engineering: C, 3(2), 125-130.
  • Moran, R., Webb, K., Harries, K., & García, J. J. (2017). Edge bearing tests to assess the influence of radial gradation on the transverse behavior of bamboo. Construction and Building Materials, 131, 574-584.
  • Villegas, L., Morán, R., & García, J. J. (2015). A new joint to assemble light structures of bamboo slats. Construction and Building Materials, 98, 61-68.
  • Ashby, M. F., & Cebon, D. (1993). Materials selection in mechanical design. Le Journal de Physique IV, 3(C7), C7-1.
  • Wegst, U. G. K., Shercliff, H. R., & Ashby, M. F. (1993). The structure and properties of bamboo as an engineering material.
  • Lakkad, S. C., & Patel, J. M. (1981). Mechanical properties of bamboo, a natural composite. Fibre science and technology, 14(4), 319-322.
  • Van der Lugt, P., Van den Dobbelsteen, A. A. J. F., & Janssen, J. J. A. (2006). An environmental, economic and practical assessment of bamboo as a building material for supporting structures. Construction and building materials, 20(9), 648-656.
  • Chung, K. F., & Yu, W. K. (2002). Mechanical properties of structural bamboo for bamboo scaffoldings. Engineering structures, 24(4), 429-442.
  • Yu, W. K., Chung, K. F., & Chan, S. L. (2005). Axial buckling of bamboo columns in bamboo scaffolds. Engineering Structures, 27(1), 61-73.
  • Yao, W., & Li, Z. (2003). Flexural behavior of bamboo–fiber-reinforced mortar laminates. Cement and concrete research, 33(1), 15-19.
  • Janssen, J. J. (2000). Designing and building with bamboo (pp. 130-133). Netherlands: International Network for Bamboo and Rattan.
  • Minke, G. (2012). Building with bamboo: design and technology of a sustainable architecture. Walter de Gruyter.
  • Van der Lugt, P., Van den Dobbelsteen, A. A. J. F., & Janssen, J. J. A. (2006). An environmental, economic and practical assessment of bamboo as a building material for supporting structures. Construction and building materials, 20(9), 648-656.
  • Gatóo, A., Sharma, B., Bock, M., Mulligan, H., & Ramage, M. H. (2014, October). Sustainable structures: bamboo standards and building codes. In Proceedings of the Institution of Civil Engineers-Engineering Sustainability (Vol. 167, No. 5, pp. 189-196). Thomas Telford Ltd.
  • Paraskeva, T., Pradhan, N. P., Stoura, C. D., & Dimitrakopoulos, E. G. (2019). Monotonic loading testing and characterization of new multi-full-culm bamboo to steel connections. Construction and Building Materials, 201, 473-483.
  • Taufani, A. R., & Nugroho, A. S. B. (2014). Proposed bamboo school buildings for elementary schools in Indonesia. Procedia Engineering, 95, 5-14.
  • National Mission on Bamboo Applications, Technology Information, Forecasting and Assessment Council (TIFAC). (2006). Preservation of Bamboo: Training Manual TM 05 07/06. Department of Science and Technology, Government of India.
  • Liese, W. (2002). Preservation of Bamboo in Service. Chair for Wood Biology, Hamburg University, Germany. Disponível em:< http://www. emissionizero. net/W.% 20Liese.‏
  • Kelechava, B. (2018). International Building Code (ICC IBC-2018),”. American National Standards Institute Blog, available at< https://blog. ansi. org/2017/11/2018-international-building-code-icc-ibc/# gref>(last visited March 20, 2019). Google Scholar.
  • Ministerio de Ambiente, Vivienda y Desarrollo Territorial. Comisión Asesora Permanente para el Régimen de Construcciones Sismo Resistentes. (2017). Reglamento colombiano de construcción sismo resistente NSR-10. Asociación Colombiana de Ingeniería Sísmica.
  • Harries, K. A., & Sharma, B. (Eds.). (2019). Nonconventional and vernacular construction materials: Characterisation, properties and applications. Woodhead Publishing.
  • "International Standard ISO 22157-1: 2019 (E), Bamboo–determination of physical and mechanical properties–Part I: Requirements." (2019).
  • Deng, J., Chen, F., Wang, G., & Zhang, W. (2016). Variation of parallel-to-grain compression and shearing properties in moso bamboo culm (Phyllostachys pubescens). BioResources, 11(1), 1784-1795.
  • Ameldi, F., Budi, A. S., & Supardi, S. (2014). KAJIAN KUAT LENTUR BALOK BETON BERTULANGAN BAMBU PETUNG TAKIKAN TIPE V DENGAN JARAK 2 CM DAN 3 CM. Matriks Teknik Sipil, 2(2), 173-181.Purnomo M. Perilaku Mekanika Struktur Portal Bambu untuk Rumah Susun Sederhan. Master Thesis. Civil and Environmental Engineering Department. Faculty of Engineering. Universitas Gadjah Mada. Yogyakarta; 2001.
  • PURNOMO, M. (2001). Perilaku mekanika struktur portal bambu untuk rumah susun sederhana (Doctoral dissertation, [Yogyakarta]: Universitas Gadjah Mada).
  • No, Standard. "2800 “Iranian Code of Practice for Seismic Resistant Design of Buildings”." forth Revision, Building and Housing Research Center, Tehran (2014).