Abstract
Rammed earth construction is spread worldwide in new buildings and also as architectural heritage, representing a cultural identity that must be preserved. However, rammed earth heritage is also well known for its high seismic vulnerability and despite the increasing concern for this aspect, few experimental investigations were conducted so far on the seismic response of such structures due to the high required costs and complexity of the tests. Shake table tests are the most adequate to investigate the performance of a building; indeed, besides allowing direct observations, seismic tests consent to calibrate numerical models that can be later used to investigate the sensitivity of the structure to various parameters. In this framework, an experimental program was undertaken on a rammed earth mockup by means of shake table tests carried out at the National Laboratory of Civil Engineering (LNEC) in Lisbon. To investigate the out-of-plane behaviour of rammed earth walls, the mockup was built in full scale with a U-shape plan and then was subjected to a series of seismic inputs with increasing magnitude. The results are here discussed in terms of crack pattern, damage detection, peak displacements, base shear coefficient, hysteretic curve, and dissipated energy against ground motion parameters, such as peak ground values, cumulative absolute velocity (CAV), arias intensity (AI), input energy (IE), and specific energy density (SED). In conclusion, the model responded as a rigid block to earthquake simulations, and linear and quadratic correlations were found between the performance of the mockup and various of the seismic input parameters.
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References
Allahvirdizadeh R, Oliveira DV, Silva RA (2019) Numerical modeling of the seismic out-of-plane response of a plain and TRM-strengthened rammed earth subassembly. Eng Struct 193:43–56. https://doi.org/10.1016/j.engstruct.2019.05.022
Allahvirdizadeh R, Oliveira DV, Silva RA (2021) Numerical investigation of the in-plane seismic performance of unstrengthened and TRM-strengthened rammed earth walls. Int J Archit Herit 15(4):548–566. https://doi.org/10.1080/15583058.2019.1629507
Barros RS, Costa A, Varum H, Rodrigues H, Lourenço PB, Vasconcelos G (2015) Seismic behaviour analysis and retrofitting of a row building. In: Seismic retrofitting: learning from vernacular architecture - vernacular seismic culture in portugal research project funded under the national research agency FCT, SEISMIC-V 2013. pp 213–218 https://doi.org/10.1201/b18856-45
Bayraktar A, Çalik I, Türker T (2022) A simplified fundamental frequency formulation based on in-situ tests for masonry stone minarets. Exp Tech 46:225–238. https://doi.org/10.1007/s40799-021-00474-0
Bendat JS, Piersol AG (2010) Random data. Analysis and measurement procedures. Wiley, Hoboken
Benedetti D, Carydis P, Limongelli MP (2001) Evaluation of the seismic response of masonry buildings based on energy functions. Earthq Eng Struct Dyn 30(7):1061–1081. https://doi.org/10.1002/eqe.52
Beyer K, Tondelli M, Petry S (2014) Seismic response of a 4 storey building with reinforced concrete and unreinforced masonry walls. Int Masonry Conf 2014:1–11
Bui TT, Bui QB, Limam A, Maximilien S (2014) Failure of rammed earth walls: from observations to quantifications. Constr Build Mater 51:295–302. https://doi.org/10.1016/j.conbuildmat.2013.10.053
Bui TT, Bui QB, Limam A, Morel J-C (2016) Modeling rammed earth wall using discrete element method. Contin Mech Thermodyn 28(1–2):523–538. https://doi.org/10.1007/s00161-015-0460-3
Bui QB, Limam A, Bui TT (2018) Dynamic discrete element modelling for seismic assessment of rammed earth walls. Eng Struct 175:690–699. https://doi.org/10.1016/j.engstruct.2018.08.084
Bui QB, Bui TT, Tran MP, Bui TL, Le HA (2019) Assessing the seismic behavior of rammed earth walls with an L-Form cross-section. Sustainability (Switzerland). https://doi.org/10.3390/su11051296
Bui QB, Bui TT (2020) Seismic behaviour of rammed earth walls: a time history analysis. In: Proceedings of the 5th international conference on geotechnics, civil engineering works and structures. pp 143–148
Candeias P (2008) Avaliação da vulnerabilidade sísmica de edifícios de alvenaria. (Seismic vulnerability assessment of ancient buildings). PhD Thesis, University of Minho
Carvalho A, Zonno G, Franceschina G, Bilé Serra J, Campos Costa A (2008) Earthquake shaking scenarios for the metropolitan area of Lisbon. Soil Dyn Earthq Eng 28(5):347–364. https://doi.org/10.1016/j.soildyn.2007.07.009
Carvalho EC (1998) Seismic testing of structures. In: 11 Th European conference on earthquake engineering
Carvalho A (2007) Modelação estocástica da acção sísmica em portugal continental. Phd Thesis, University of Lisbon, Instituto Superior Técnico
Chettri N, Gautam D, Rupakhety R (2021) Seismic vulnerability of vernacular residential buildings in bhutan. J Earthq Eng 00(00):1–16. https://doi.org/10.1080/13632469.2020.1868362
Chopra AK (2012) Dynamics of structures : theory and applications to earthquake engineering. Prentice Hall, Hoboken
Cosenza E, Manfredi G (2000) Damage indices and damage measures. Prog Struct Mat Eng 2(1):50–59
El-Nabouch R, Bui QB, Plé O, Perrotin P (2017) Assessing the in-plane seismic performance of rammed earth walls by using horizontal loading tests. Eng Struct 145:153–161. https://doi.org/10.1016/j.engstruct.2017.05.027
Houben H, Guillaud H (1994) Earth construction: a comprehensive guide. Intermediate Technology Publications, England
Jaquin PA (2008) Analysis of historic rammed earth construction. PhD Thesis, University of Durham
Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, Hoboken
Lemaitre J, Desmorat R (2005) Engineering damage mechanics: ductile, creep, fatigue and brittle failures. Springer, Berlin Heidelberg, Cham
Liu K, Wang M, Wang Y (2015) Seismic retrofitting of rural rammed earth buildings using externally bonded fibers. Constr Build Mater 100:91–101. https://doi.org/10.1016/j.conbuildmat.2015.09.048
LNEC (2010) No Title. http://www.lnec.pt/organizacao/de/nesde
Lourenço PB, Torrealva D, Cancino C, Wong K, Karanikoloudis G, Ciocci MP (2017) Innovative traditional technologies for rehabilitation and protection of earthen structures: the Getty conservation institute seismic retrofitting project. In: 3rd International Conference on Protection of Historical Constructions. pp 12–15.
Maniatidis V, Walker P (2008) Structural capacity of rammed earth in compression. J Mater Civ Eng 20(3):230–238
MATLAB (2018) Version 9.4.0 (R2018a). The MathWorks Inc., Natick, Massachusetts
McVerry GH (1980) Structural identification in the frequency domain from earthquake records. Earthq Struct Dyn 8(2):161–180. https://doi.org/10.1002/eqe.4290080206
Mendes L (2008) LNEC-SPA: signal processing and analysis tools for civil engineers. Earthquake Engineering and Structural Dynamics Division, National Laboratory for Civil Engineering, Lisbon.
Mendes NAL (2012) Seismic assessment of ancient masonry buildings: shaking table tests and numerical analysis. PhD Thesis, University of Minho
Miccoli L, Oliveira DV, Silva RA, Müller U, Schueremans L (2015) Static behaviour of rammed earth: experimental testing and finite element modelling. Mater Struct Mater Constr 48(10):3443–3456. https://doi.org/10.1617/s11527-014-0411-7
Miccoli L, Drougkas A, Müller U (2016) In-plane behaviour of rammed earth under cyclic loading: experimental testing and finite element modelling. Eng Struct 125:144–152. https://doi.org/10.1016/j.engstruct.2016.07.010
Muin S, Mosalam KM (2017) Cumulative absolute velocity as a local damage indicator of instrumented structures. Earthq Spectra 33(2):641–664. https://doi.org/10.1193/090416EQS142M
Nabouch R, Bui QB, Plé O, Perrotin P, Poinard C, Goldin T, Plassiard JP (2016) Seismic assessment of rammed earth walls using pushover tests. Procedia Eng 145:1185–1192. https://doi.org/10.1016/j.proeng.2016.04.153
Pioldi F, Rizzi E (2018) Assessment of Frequency versus Time Domain enhanced technique for response-only modal dynamic identification under seismic excitation. Bull Earthq Eng 16:1547–1570. https://doi.org/10.1007/s10518-017-0259-7
Reyes JC, Yamin LE, Hassan WM, Sandoval JD, Gonzalez CD, Galvis FA (2018) Shear behavior of adobe and rammed earth walls of heritage structures. Eng Struct 174(19):526–537. https://doi.org/10.1016/j.engstruct.2018.07.061
Reyes JC, Smith-Pardo JP, Yamin LE, Galvis FA, Angel CC, Sandoval JD, Gonzalez CD (2019a) Seismic experimental assessment of steel and synthetic meshes for retrofitting heritage earthen structures. Eng Struct 198:109477. https://doi.org/10.1016/j.engstruct.2019.109477
Reyes JC, Smith-Pardo JP, Yamin LE, Galvis FA, Sandoval JD, Gonzalez CD, Correal JF (2019b) In-plane seismic behavior of full-scale earthen walls with openings retrofitted with timber elements and vertical tensors. Bull Earthq Eng 17(7):4193–4215. https://doi.org/10.1007/s10518-019-00601-8
Romanazzi A, Oliveira DV, Silva RA (2019a) Experimental investigation on the bond behavior of a compatible TRM-based solution for rammed earth heritage. Int J Archit Heritage 13(7):1042–1060. https://doi.org/10.1080/15583058.2019.1619881
Romanazzi A, Van Gorp M, Oliveira DV, Silva RA, Verstrynge E (2019) Experimental shear behaviour of rammed earth strengthened with a TRM-based compatible technique. Key Eng Mater 817KEM:544–551. https://doi.org/10.4028/www.scientific.net/KEM.817.544
Romanazzi A, Oliveira DV, Silva RS, Barontini A, Mendes N (2022) Performance of rammed earth subjected to in-plane cyclic displacement. Mater Struct. https://doi.org/10.1617/s11527-022-01894-z
Silva RA, Oliveira DV, Miranda T, Cristelo N, Escobar MC, Soares E (2013) Rammed earth construction with granitic residual soils: the case study of northern Portugal. Constr Build Mater 47:181–191. https://doi.org/10.1016/j.conbuildmat.2013.05.047
Silva RA, Mendes N, Oliveira DV, Romanazzi A, Domínguez-Martínez O, Miranda T (2018) Evaluating the seismic behaviour of rammed earth buildings from Portugal: from simple tools to advanced approaches. Eng Struct 157:144–156. https://doi.org/10.1016/j.engstruct.2017.12.021
Silva RA (2013) Repair of earthen constructions by means of grout injection. PhD Thesis, University of Minho
Uang C-M, Bertero VV (1988) Use of energy as a design criterion in earthquake-resistant design. Earthq Eng Res Center 88(18)
Uang C-M, Bertero VV (1990) Evaluation of seismic energy in structures. Earthq Eng Struct Dyn 19(1):77–90. https://doi.org/10.1002/eqe.4290190108
Wang Y, Wang M, Liu K, Pan W, Yang X (2016) Shaking table tests on seismic retrofitting of rammed-earth structures. Bull Earthq Eng 15(3):1037–1055. https://doi.org/10.1007/s10518-016-9996-2
Xin Y, Li J, Hao H (2021) Enhanced vibration decomposition method based on multisynchrosqueezing transform and analytical mode decomposition. Struct Control Health Monit 28(6):e2730
Zhou T, Liu B (2019) Experimental study on the shaking table tests of a modern inner-reinforced rammed earth structure. Constr Build Mater 203:567–578. https://doi.org/10.1016/j.conbuildmat.2019.01.070
Zhou T, Liu B, Zhao X, Mu J (2018) Experimental testing of the in-plane behavior of bearing modern rammed earth walls. Adv Struct Eng 21(13):2045–2055. https://doi.org/10.1177/1369433218764978
Acknowledgements
This work was partly financed by FCT/MCTES through national funds (PIDDAC) under the ISISE Research Unit, reference UIDB/04029/2020, and by project PTDC/ECM-EST/2777/2014 (POCI-01-0145-FEDER-016737). The support from grant SFRH/BD/131006/2017 is kindly acknowledged. Thanks are also due to the Laboratory of Structures (LEST) of the University of Minho and to the companies João Bernardino, Lda. and TERRACRUA—Construções Ecológicas Unipessoal, Lda for building the rammed earth model.
Funding
This work was partly financed by FEDER funds through the Operational Programme Competitiveness Factors (COMPETE 2020) and by national funds through the Foundation for Science and Technology (FCT) within the scope of project SafEarth—PTDC/ECM-EST/2777/2014 (POCI-01-0145-FEDER-016737). The support from grant SFRH/BD/131006/2017 is also acknowledged.
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The datasets analysed during the current study could be available from the corresponding author on reasonable request. A.R.—Conceptualization, methodology, data analysis, formal analysis, coding, investigation, writing—original draft, review and editing, visualization. D.V.O.—Conceptualization, methodology, writing—review and editing, supervision, funding acquisition. R.A.S.—Conceptualization, methodology, writing—review and editing, supervision, funding acquisition. P.X.C.—Conceptualization, writing—review. A.C.C.—Conceptualization, writing—review. A.C. Conceptualization, writing—review.
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Romanazzi, A., Oliveira, D.V., Silva, R.A. et al. Out-of-plane shake table test of a rammed earth sub-assembly. Bull Earthquake Eng 20, 8325–8356 (2022). https://doi.org/10.1007/s10518-022-01525-6
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DOI: https://doi.org/10.1007/s10518-022-01525-6