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Rammed earth significantly reduces intrinsic energy compared to concrete construction and has an environmental benefit throughout the life cycle of the building: phases of construction, operation, maintenance, renovation, and demolition. Several studies have recently been carried out to study this material. However, the seismic behavior of rammed earth constructions is still an important topic that needs to be studied in more detail. Through the analysis of non-linear behavior of the rammed earth construction for different wall thicknesses according to the Moroccan earthquake regulation RPS2011, we were able to assess the seismic performance under the corresponding conditions (loads, seismic zone). The results show that the walls studied can have good resistance in areas of seismicity ranging from “very low” to “moderate” and acceptable performance in areas of high seismicity. Furthermore, fragility analysis shows that rammed construction with a wall thickness equal to 50 centimeters exhibits better seismic performance and a low probability of damage, particularly in the case of moderate, severe, and complete damage states.
Czasopismo
Rocznik
Tom
Strony
325--335
Opis fizyczny
Bibliogr. 23 poz., il., tab.
Twórcy
autor
- Laboratory of Energy Engineering, Materials and Systems (LGEMS), National School of Applied Sciences, Ibn Zohr University, Agadir, Morocco
autor
- Laboratory of Energy Engineering, Materials and Systems (LGEMS), National School of Applied Sciences, Ibn Zohr University, Agadir, Morocco
autor
- Laboratory of Energy Engineering, Materials and Systems (LGEMS), National School of Applied Sciences, Ibn Zohr University, Agadir, Morocco
autor
- Laboratory of Energy Engineering, Materials and Systems (LGEMS), National School of Applied Sciences, Ibn Zohr University, Agadir, Morocco
Bibliografia
- [1] H. Araki, J. Koseki, T. Sato, “Tensile strength of compacted rammed earth materials”, Soils and Foundations, 2016, vol. 56, no. 2, pp. 189-204, DOI: 10.1016/j.sandf.2016.02.003.
- [2] M.I. Gomes, M. Lopes, J. De Brito, “Seismic resistance of earth construction in Portugal”, Engineering Structures, 2011, vol. 33, no. 3, pp. 932-941, DOI: 10.1016/j.engstruct.2010.12.014.
- [3] R. Illampas, D.C. Charmpis, I. Ioannou, “Laboratory testing and finite element simulation of the structural response of an adobe masonry building under horizontal loading”, Engineering Structures, 2014, vol. 80, pp. 362-376, DOI: 10.1016/j.engstruct.2014.09.008.
- [4] Q.B. Bui, et al., “Compression behaviour of non-industrial materials in civil engineering by three scale experiments: the case of rammed earth”, Materials and structures, 2009, vol. 42, no. 8, pp. 1101-1116, DOI: 10.1617/s11527-008-9446-y.
- [5] C.F. Oliveira, H. Varum, J. Vargas, “Earthen Construction: Structural Vulnerabilities and Retrofit Solutions for Seismic Actions”, in 15th World Conference on Earthquake Engineering, Lisbon, 2012.
- [6] H. Morris, “Seismic Research on Earth Building related to the 1998 New Zealand Earth Building Standards”, New Zealand, 2005. [Online]. Available: https://buildwellsource.org/materials/materials-naturalrural/earth/141-seismic-research-on-earth-building-related-to-the-1998-new-zealand-earth-building-standards-hugh-morris-2005.
- [7] T.T. Bui, et al., “Failure of rammed earth walls: from observations to quantifications”, Construction and Building Materials, 2014, vol. 51, pp. 295-302, DOI: 10.1016/j.conbuildmat.2013.10.053.
- [8] R. Pennacchio, et al., “Influence of Traditional Building Practices in Seismic Vulnerability of Bhutanese Vernacular Rammed Earth Architecture”, International Journal of Architectural Heritage, 2020, DOI: 10.1080/ 15583058.2020.1785044.
- [9] I. Arto, J. Garrido, M.L. Gutiérrez-Carrillo, “Seismic vulnerability analysis of medieval rammed earth fortifications in southeastern Spain”, Bulletin of Earthquake Engineering, 2020, vol. 18, pp. 5827-5858, DOI: 10.1007/s10518-020-00912-1.
- [10] N. Chettri, D. Gautam, R. Rupakhety, “Seismic Vulnerability of Vernacular Residential Buildings in Bhutan”, Journal of Earthquake Engineering, 2021, pp. 1-16, DOI: 10.1080/13632469.2020.1868362.
- [11] J.C. Reyes, et al., “Shear behavior of adobe and rammed earth walls of heritage structures”, Engineering structures, 2018, vol. 174, pp. 526-537, DOI: 10.1016/j.engstruct.2018.07.061.
- [12] RPS2011, Moroccan seismic regulations. Ministry of Housing and Spatial Planning, Morocco, 2011.
- [13] RPCT, Earthquake Regulations for Earthen Buildings. National Committee for Earthen Buildings, Morocco, 2013.
- [14] A.K. Chopra, R.K. Goel, A Modal Pushover Analysis Procedure to Estimating Seismic Demands for Buildings: Theory and Preliminary Evaluation. PEER Report 2001/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 2001.
- [15] V. Maniatidis, P. Walker, “Structural Capacity of Rammed Earth in Compression”, Journal of Materials in Civil Engineering, 2008, vol. 20, no. 3, pp. 230-238, DOI: 10.1061/(ASCE)0899-1561(2008)20:3(230).
- [16] J. Balil, A. Atmani, D. Agliz, “Parametric Study of Response Spectrum of Rammed Earth Construction in Morocco”, International Journal of Civil Engineering and Technology, 2020, vol. 11, no. 7, pp. 21-28, DOI: 10.34218/IJCIET.11.7.2020.003.
- [17] FEMA P-58-1, Seismic performance assessment of buildings-Methodology. Applied Technology Council, Washington DC, USA, 2012.
- [18] ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings. Vol. 1. Applied Technology Council, Redwood City, California, 1996.
- [19] P. Fajfar, “A nonlinear analysis method for performance based seismic design”, Earthquake Spectra, 2000, vol. 16, pp. 573-592, DOI: 10.1193/1.1586128.
- [20] RISK-UE, An advanced approach to earthquake risk scenarios with applications to different European towns. WP4: Vulnerability of current buildings, European Project, 2003.
- [21] M. Shinozuka, et al., “Nonlinear static procedure for fragility curve development”, Journal of Engineering Mechanics, 2000, vol. 126, no. 12, pp. 1287-1295, DOI: 10.1061/(ASCE)0733-9399(2000)126:12(1287).
- [22] G. Calvi, et al., “Development of seismic vulnerability assessment methodologies over the past 30 years”, ISET Journal of Earthquake Technology, 2006, vol. 43, no. 3, pp. 75-104.
- [23] HAZUS-MH MR1, Earthquake Loss Estimation Methodology. National Institute of Building Sciences for the Federal Emergency Management Agency, Washington, D.C., 2000.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-aa2638b7-96e0-4535-abd6-2ec7c0ae9893