Laboratory testing and finite element simulation of the structural response of an adobe masonry building under horizontal loading
•A 1:2 scaled adobe masonry building is tested in laboratory under horizontal loading.•Cracking initiation/propagation and force–displacement response are monitored.•Damage limit states at different levels of deformation are identified.•A 3D non-linear finite element continuum model is calibrated ba...
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Published in | Engineering structures Vol. 80; pp. 362 - 376 |
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Format | Journal Article |
Language | English |
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01.12.2014
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Abstract | •A 1:2 scaled adobe masonry building is tested in laboratory under horizontal loading.•Cracking initiation/propagation and force–displacement response are monitored.•Damage limit states at different levels of deformation are identified.•A 3D non-linear finite element continuum model is calibrated based on laboratory test data.•Results from non-linear static and time-history FE analyses of the building are presented.
This paper is concerned with the calibration and validation of a numerical modelling approach for adobe masonry buildings under horizontal loading. The paper first reviews the state-of-the-art in experimental and computational research of adobe structures and then presents results obtained from monotonic lateral loading laboratory tests on a 1:2 scaled unreinforced adobe masonry building. Through the experimental investigation conducted, useful conclusions concerning the initiation and propagation of cracking failure are deduced. In addition, damage limit states at different levels of deformation are identified. Experimental results verify that the response of adobe structures to horizontal loads is critically affected by weak bonding between the masonry units and mortar joints and by lack of effective diaphragmatic function at roof level. Based on experimental material data, a 3D finite element (FE) continuum model is developed and calibrated to reproduce the test structure’s force–displacement response and mode of failure. An isotropic damaged plasticity constitutive law is adopted for the numerical simulation of adobe masonry and the use of appropriate modelling parameters is discussed. The FE analyses carried out reveal that the global structural behaviour is primarily influenced by the tensile response assigned to the homogenized masonry medium. Results show that, despite its generic limitations and simplifications, FE continuum macro-modelling can approximate the structural behaviour of horizontally loaded adobe masonry construction with sufficient accuracy. In order to enrich the available information on the seismic behaviour of adobe structures, the calibrated FE model is also subjected to time-history analysis using an accelerogram recorded during a real earthquake. |
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AbstractList | •A 1:2 scaled adobe masonry building is tested in laboratory under horizontal loading.•Cracking initiation/propagation and force–displacement response are monitored.•Damage limit states at different levels of deformation are identified.•A 3D non-linear finite element continuum model is calibrated based on laboratory test data.•Results from non-linear static and time-history FE analyses of the building are presented.
This paper is concerned with the calibration and validation of a numerical modelling approach for adobe masonry buildings under horizontal loading. The paper first reviews the state-of-the-art in experimental and computational research of adobe structures and then presents results obtained from monotonic lateral loading laboratory tests on a 1:2 scaled unreinforced adobe masonry building. Through the experimental investigation conducted, useful conclusions concerning the initiation and propagation of cracking failure are deduced. In addition, damage limit states at different levels of deformation are identified. Experimental results verify that the response of adobe structures to horizontal loads is critically affected by weak bonding between the masonry units and mortar joints and by lack of effective diaphragmatic function at roof level. Based on experimental material data, a 3D finite element (FE) continuum model is developed and calibrated to reproduce the test structure’s force–displacement response and mode of failure. An isotropic damaged plasticity constitutive law is adopted for the numerical simulation of adobe masonry and the use of appropriate modelling parameters is discussed. The FE analyses carried out reveal that the global structural behaviour is primarily influenced by the tensile response assigned to the homogenized masonry medium. Results show that, despite its generic limitations and simplifications, FE continuum macro-modelling can approximate the structural behaviour of horizontally loaded adobe masonry construction with sufficient accuracy. In order to enrich the available information on the seismic behaviour of adobe structures, the calibrated FE model is also subjected to time-history analysis using an accelerogram recorded during a real earthquake. |
Author | Charmpis, Dimos C. Ioannou, Ioannis Illampas, Rogiros |
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Cites_doi | 10.5194/nhess-10-1209-2010 10.1002/(SICI)1096-9845(199801)27:1<67::AID-EQE719>3.0.CO;2-K 10.1080/15583058.2011.624254 10.1016/j.conbuildmat.2013.11.103 10.1016/0886-7798(87)90014-9 10.1016/0020-7683(89)90050-4 10.1061/(ASCE)0733-9399(1999)125:8(930) 10.1061/(ASCE)0733-9445(2000)126:9(1008) 10.1007/s10518-009-9156-z 10.1016/j.proeng.2011.07.264 10.1007/978-3-642-04460-1_111 10.1061/(ASCE)0733-9445(1998)124:6(642) 10.1617/s11527-012-9895-1 10.1016/j.engstruct.2010.12.014 10.1061/(ASCE)0733-9445(2002)128:5(646) 10.1061/(ASCE)0733-9399(1998)124:8(892) 10.1193/1.4000001 10.1007/s11069-008-9275-x |
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Keywords | Finite element model Damaged plasticity Horizontal loading Non-linear analysis Adobe masonry Dynamic characteristic Nonlinear analysis Masonry Experimental study Adobe Modeling Finite element method Failure analysis Plasticity Laboratory test Numerical simulation Horizontal load Comparative study Structural analysis Damaging |
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References | Benedetti, Carydis, Pezzoli (b0190) 1998; 27 Kiyono, Kalantari (b0165) 2004; 79 Meyer (b0110) 2013; vol. 1 Green, Winandy, Kretschman (b0250) 1999 Katsaragakis (b0255) 2000 Illampas, Ioannou, Castrillo (b0150) 2011 Azeredo G, Morel JC. Tensile strength of earth mortars and its influence on earth masonry behaviour. In: Proceedings of the 11th international conference on non-conventional materials and technologies (NOCMAT2009), Bath, UK; 6–9 September 2009. Tarque, Crowley, Pinho, Varum (b0185) 2012; 28 Bartolomé AS, Delgado E, Quiun D. Seismic behaviour of two storey model of confined adobe masonry. In: Proceedings of the 11th Canadian masonry symposium, Toronto, Ontario, Canada; 31 May–3 June 2009. Rojas J, Ferrer H, Cuenca JS. Dynamic behaviour of adobe houses in Central Mexico. In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China; 12–17 October 2008. Yucheng, Liu (b0175) 1987; 2 National Annex to CYS EN 1998-1:2004. Eurocode 8: design of structures for earthquake resistance, Part 1: general rules, seismic actions and rules for buildings. Cyprus Organisation for Standardisation; 2010. Figueiredo, Varum, Costa, Silveira, Oliveira (b0070) 2013; 46 Tipler J, Worth M, Morris H, Ma Q. Shake table testing of scaled geogrid-reinforced adobe wall models. In: Proceedings of the 2010 New Zealand society for earthquake engineering conference, Wellington, New Zealand; 26–28 March 2010. Almeida JAPP. Mechanical characterization of traditional adobe masonry elements. MSc thesis. Department of Civil Engineering, University of Minho; 2012. Lee, Fenves (b0215) 1998; 124 Illampas R, Charmpis DC, Ioannou I. An assessment of the compressive strength of adobe brick assemblages. In: Proceedings of the 9th HSTAM International Congress on Mechanics, Limassol, Cyprus; 11–14 July 2010. Tarque N, Camata G, Spacone E, Varum H, Blondet M. Non-linear dynamic analysis of an adobe module. In: Proceedings of the XIth international conference on the study and conservation of earthen architectural heritage (Terra2012), Lima, Peru; 22–27 April 2012. Ottazzi J, Yep J, Blondet M, Villa-Garcia G, Ginocchio JF. Shaking table tests of improved adobe masonry houses. In: Proceedings of the 9th world conference on earthquake engineering, Tokyo-Kyoto, Japan; 2–9 August 1988. Ersubasi, Korkmaz (b0095) 2010; 10 Zegarra L, Quiun D, San Bartolomé A, Giesecke A. Reforzamiento de viviendas de adobe existentes, 2da parte: Ensayo sísmico de módulos. In: Proceedings of XI national congress of civil engineering, Trujillo, Peru; 4–8 November 1997 [in Spanish]. Illampas, Ioannou, Charmpis (b0155) 2014; 53 Simulia Corp. Abaqus 6.10 theory manual. Rising Sun Mills: Dassault Systèmes; 2009. Dowling D. Seismic strengthening of adobe-mudbrick houses. PhD thesis. Sydney: University of Technology, Faculty of Engineering; 2006. Blondet M, Vargas J, Tarque N. Observed behaviour of earthen structures during the Pisco earthquake (Peru). In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China; 12–17 October 2008. Illampas, Ioannou, Charmpis (b0170) 2013; 7 Tolles, Kimbro, Webster, Ginnel (b0060) 2000 Saetta, Scotta, Vitaliani (b0235) 1999; 125 Torrealva D, Neumann J, Blondet M. Earthquake resistant design criteria and testing of adobe buildings at Pontificia Universidad Catolica del Peru. In: Proceedings of the Getty Seismic Adobe Project 2006 Colloquium, Los Angeles, USA; 11–13 April 2006. Lourenço (b0225) 2000; 126 Tarque N, Camata G, Spacone E, Varum H, Blondet M. Numerical modelling of the in-plane behaviour of adobe walls. In: Proceedings of the 8th national conference on seismology and earthquake engineering, Aveiro, Portugal; 20–23 October 2010. Furukawa, Ohta (b0135) 2009; 49 Samali, Jinwuth, Heathcote, Wang (b0200) 2011; 14 Morales R, Delgado A. Feasibility of construction of two-storey adobe buildings in Peru. In: Proceedings of the 10th world conference on earthquake engineering, Madrid, Spain; 19–24 July 1992. Tolles, Krawinkler (b0055) 1990 Blondet M, Madueño I, Torrealva D, Villa-García G, Ginocchio F. Using industrial materials for the construction of safe adobe houses in seismic areas. In: Proceedings of the earth build 2005 conference, Sydney, Australia; 19–21 January 2005. Corazao, Blondet (b0010) 1974 Tarque N, Camata G, Spacone E, Varum H, Blondet M. Elastic and inelastic parameters for representing the seismic in-plane behaviour of adobe wall. In: Proceedings of the XIth international conference on the study and conservation of earthen architectural heritage (Terra2012), Lima, Peru; 22–27 April 2012. Torrealva D, Cerrón C, Espinoza Y. Shear and out of plane bending strength of adobe walls externally reinforced with polypropylene grids. In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China; 12–17 October 2008. Gomes, Lopes, Brito (b0105) 2011; 33 Tarque N. Numerical modelling of the seismic behaviour of adobe buildings, PhD thesis. Università degli Studi di Pavia: Istituto Universitario di Studi Superiori; 2011. Lourenço, Rots, Blaauwendraad (b0260) 1998; 124 Creazza, Matteazzi, Saetta, Vitaliani (b0240) 2002; 128 Garcia G, Ginocchio F, Tumialan G, Nanni A. Reinforcing of adobe structures with FRP bars. In: Proceedings of the 1st international conference on innovative materials and technologies for construction and restoration, Naples, Italy; 6–9 June 2004. Meli R, Hernández O, Padilla M. Strengthening of adobe houses for seismic actions. In: Proceedings of the 7th world conference on earthquake engineering, Istanbul, Turkey; 8–13 September 1980. Cao Z, Watanabe H. Earthquake response prediction and retrofitting techniques of adobe structures. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, BC, Canada; 1–6 August 2004. Yamin LE, Phillips CA, Reyes JC, Ruiz DM. Seismic behaviour and rehabilitation alternatives for adobe and rammed earth buildings. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, BC, Canada; 1–6 August 2004. Houlsby GT. How the dilatancy of soils affects their behaviour. Report number OUEL 1888/91, soil mechanics report 121/91. Department of Engineering Science, University of Oxford; 1991. Charleson (b0030) 2011 Che AL, Wu ZJ, Sun JJ, Qi JH. Seismic damage characteristics of rural adobe-wood building in Gansu province induced by the Wenchuan Great Earthquake. In: Proceedings of the international symposium on geoenvironmental engineering, Hangzhou, China; 8–10 September 2010. Furukawa, Spence, Ohta, So (b0130) 2009; 8 Lubliner, Oliver, Oller, Oñate (b0210) 1989; 25 Tolles, Webster, Crosby, Kimbro (b0005) 1996 Gomes (10.1016/j.engstruct.2014.09.008_b0105) 2011; 33 Illampas (10.1016/j.engstruct.2014.09.008_b0150) 2011 Benedetti (10.1016/j.engstruct.2014.09.008_b0190) 1998; 27 Green (10.1016/j.engstruct.2014.09.008_b0250) 1999 10.1016/j.engstruct.2014.09.008_b0145 10.1016/j.engstruct.2014.09.008_b0025 10.1016/j.engstruct.2014.09.008_b0220 10.1016/j.engstruct.2014.09.008_b0100 10.1016/j.engstruct.2014.09.008_b0265 10.1016/j.engstruct.2014.09.008_b0020 Lubliner (10.1016/j.engstruct.2014.09.008_b0210) 1989; 25 10.1016/j.engstruct.2014.09.008_b0065 10.1016/j.engstruct.2014.09.008_b0140 Saetta (10.1016/j.engstruct.2014.09.008_b0235) 1999; 125 10.1016/j.engstruct.2014.09.008_b0180 Katsaragakis (10.1016/j.engstruct.2014.09.008_b0255) 2000 Figueiredo (10.1016/j.engstruct.2014.09.008_b0070) 2013; 46 10.1016/j.engstruct.2014.09.008_b0115 10.1016/j.engstruct.2014.09.008_b0035 Tolles (10.1016/j.engstruct.2014.09.008_b0055) 1990 10.1016/j.engstruct.2014.09.008_b0075 10.1016/j.engstruct.2014.09.008_b0230 Corazao (10.1016/j.engstruct.2014.09.008_b0010) 1974 Tolles (10.1016/j.engstruct.2014.09.008_b0060) 2000 10.1016/j.engstruct.2014.09.008_b0195 Furukawa (10.1016/j.engstruct.2014.09.008_b0130) 2009; 8 Lourenço (10.1016/j.engstruct.2014.09.008_b0225) 2000; 126 10.1016/j.engstruct.2014.09.008_b0090 10.1016/j.engstruct.2014.09.008_b0205 10.1016/j.engstruct.2014.09.008_b0125 10.1016/j.engstruct.2014.09.008_b0245 10.1016/j.engstruct.2014.09.008_b0045 Meyer (10.1016/j.engstruct.2014.09.008_b0110) 2013; vol. 1 10.1016/j.engstruct.2014.09.008_b0120 10.1016/j.engstruct.2014.09.008_b0040 10.1016/j.engstruct.2014.09.008_b0085 10.1016/j.engstruct.2014.09.008_b0160 10.1016/j.engstruct.2014.09.008_b0080 Tarque (10.1016/j.engstruct.2014.09.008_b0185) 2012; 28 Creazza (10.1016/j.engstruct.2014.09.008_b0240) 2002; 128 Lee (10.1016/j.engstruct.2014.09.008_b0215) 1998; 124 Kiyono (10.1016/j.engstruct.2014.09.008_b0165) 2004; 79 Tolles (10.1016/j.engstruct.2014.09.008_b0005) 1996 Furukawa (10.1016/j.engstruct.2014.09.008_b0135) 2009; 49 Yucheng (10.1016/j.engstruct.2014.09.008_b0175) 1987; 2 Samali (10.1016/j.engstruct.2014.09.008_b0200) 2011; 14 Ersubasi (10.1016/j.engstruct.2014.09.008_b0095) 2010; 10 10.1016/j.engstruct.2014.09.008_b0015 Charleson (10.1016/j.engstruct.2014.09.008_b0030) 2011 Lourenço (10.1016/j.engstruct.2014.09.008_b0260) 1998; 124 Illampas (10.1016/j.engstruct.2014.09.008_b0155) 2014; 53 Illampas (10.1016/j.engstruct.2014.09.008_b0170) 2013; 7 10.1016/j.engstruct.2014.09.008_b0050 |
References_xml | – volume: 28 start-page: 759 year: 2012 end-page: 794 ident: b0185 article-title: Displacement-based fragility curves for seismic assessment of adobe buildings in Cusco, Peru publication-title: Earthq Spect contributor: fullname: Varum – volume: 8 start-page: 451 year: 2009 end-page: 479 ident: b0130 article-title: Analytical study on vulnerability functions for casualty estimation in the collapse of adobe buildings induced by earthquake publication-title: Bull Earthq Eng contributor: fullname: So – volume: 79 start-page: 157 year: 2004 end-page: 161 ident: b0165 article-title: Collapse mechanism of adobe and masonry structures during the 2003 Iran Bam Earthquake publication-title: Bull Earthq Res Inst Univ Tokyo contributor: fullname: Kalantari – year: 2011 ident: b0030 article-title: Seismic strengthening of earthen houses using straps cut from used car tires: construction guide contributor: fullname: Charleson – year: 2000 ident: b0255 article-title: Timber construction contributor: fullname: Katsaragakis – volume: 10 start-page: 1209 year: 2010 end-page: 1220 ident: b0095 article-title: Shaking table tests on strengthening of masonry structures against earthquake hazard publication-title: Nat Hazards Earth Syst Sci contributor: fullname: Korkmaz – volume: 14 start-page: 2103 year: 2011 end-page: 2108 ident: b0200 article-title: Seismic capacity comparison between square and circular plan adobe construction publication-title: Proc Eng contributor: fullname: Wang – volume: 49 start-page: 25 year: 2009 end-page: 51 ident: b0135 article-title: Failure process of masonry buildings during earthquake and associated casualty risk evaluation publication-title: Nat Hazards contributor: fullname: Ohta – volume: 7 start-page: 165 year: 2013 end-page: 188 ident: b0170 article-title: Overview of the pathology, repair and strengthening of adobe structures publication-title: Int J Arch Heritage contributor: fullname: Charmpis – volume: 25 start-page: 299 year: 1989 end-page: 326 ident: b0210 article-title: A plastic-damage model for concrete publication-title: Int J Solids Struct contributor: fullname: Oñate – volume: 125 start-page: 930 year: 1999 end-page: 940 ident: b0235 article-title: Coupled environmental–mechanical damage model of RC structures publication-title: J Eng Mech contributor: fullname: Vitaliani – volume: 46 start-page: 203 year: 2013 end-page: 219 ident: b0070 article-title: Seismic retrofitting solution of an adobe masonry wall publication-title: Mater Struct contributor: fullname: Oliveira – year: 2000 ident: b0060 article-title: Seismic stabilization of historic adobe structures: final report of the Getty seismic adobe project contributor: fullname: Ginnel – volume: 2 start-page: 209 year: 1987 end-page: 216 ident: b0175 article-title: Earthquake damage to and aseismic measures for earth-sheltered buildings in China publication-title: Tunn Undergr Space Technol contributor: fullname: Liu – volume: 33 start-page: 932 year: 2011 end-page: 941 ident: b0105 article-title: Seismic resistance of earth construction in Portugal publication-title: Eng Struct contributor: fullname: Brito – year: 1990 ident: b0055 article-title: Seismic studies on small-scale models of adobe houses. Technical report no. 91 contributor: fullname: Krawinkler – volume: 53 start-page: 83 year: 2014 end-page: 90 ident: b0155 article-title: Adobe bricks under compression: experimental investigation and derivation of stress–strain equation publication-title: Constr Build Mater contributor: fullname: Charmpis – volume: 124 start-page: 892 year: 1998 end-page: 900 ident: b0215 article-title: Plastic-damage model for cyclic loading of concrete structures publication-title: J Eng Mech contributor: fullname: Fenves – volume: 126 start-page: 1008 year: 2000 end-page: 1016 ident: b0225 article-title: Anisotropic softening model for masonry plates and shells publication-title: J Struct Eng contributor: fullname: Lourenço – volume: vol. 1 start-page: 557 year: 2013 end-page: 565 ident: b0110 article-title: Numerical simulations of the mechanical behavior of adobe publication-title: Dynamic behavior of materials. Proceedings of the 2012 annual conference on experimental and applied mechanics contributor: fullname: Meyer – year: 1996 ident: b0005 article-title: Survey of damage to historic adobe buildings after the January 1994 Northridge earthquake contributor: fullname: Kimbro – volume: 128 start-page: 646 year: 2002 end-page: 654 ident: b0240 article-title: Analyses of masonry vaults: a macro approach based on three-dimensional damage model publication-title: J Struct Eng contributor: fullname: Vitaliani – volume: 27 start-page: 67 year: 1998 end-page: 90 ident: b0190 article-title: Shaking table tests on 24 simple masonry buildings publication-title: Earthq Eng Struct Dynam contributor: fullname: Pezzoli – start-page: 96 year: 2011 end-page: 99 ident: b0150 article-title: Earthen architecture in Cyprus publication-title: Terra Europae – Earthen architecture in European Union contributor: fullname: Castrillo – year: 1974 ident: b0010 article-title: Estudio experimental del comportamiento estructural de las construcciones de adobe frente a solicitaciones sísmicas contributor: fullname: Blondet – volume: 124 start-page: 642 year: 1998 end-page: 652 ident: b0260 article-title: Continuum model for masonry: parameter estimation and validation publication-title: J Struct Eng contributor: fullname: Blaauwendraad – year: 1999 ident: b0250 article-title: Mechanical properties of wood publication-title: Wood handbook: Wood as an engineering materia. General technical report FPL-GTR-113 contributor: fullname: Kretschman – ident: 10.1016/j.engstruct.2014.09.008_b0120 – year: 2011 ident: 10.1016/j.engstruct.2014.09.008_b0030 contributor: fullname: Charleson – ident: 10.1016/j.engstruct.2014.09.008_b0195 – ident: 10.1016/j.engstruct.2014.09.008_b0015 – ident: 10.1016/j.engstruct.2014.09.008_b0040 – volume: 10 start-page: 1209 issue: 6 year: 2010 ident: 10.1016/j.engstruct.2014.09.008_b0095 article-title: Shaking table tests on strengthening of masonry structures against earthquake hazard publication-title: Nat Hazards Earth Syst Sci doi: 10.5194/nhess-10-1209-2010 contributor: fullname: Ersubasi – volume: 27 start-page: 67 issue: 1 year: 1998 ident: 10.1016/j.engstruct.2014.09.008_b0190 article-title: Shaking table tests on 24 simple masonry buildings publication-title: Earthq Eng Struct Dynam doi: 10.1002/(SICI)1096-9845(199801)27:1<67::AID-EQE719>3.0.CO;2-K contributor: fullname: Benedetti – ident: 10.1016/j.engstruct.2014.09.008_b0025 – volume: 7 start-page: 165 issue: 2 year: 2013 ident: 10.1016/j.engstruct.2014.09.008_b0170 article-title: Overview of the pathology, repair and strengthening of adobe structures publication-title: Int J Arch Heritage doi: 10.1080/15583058.2011.624254 contributor: fullname: Illampas – year: 2000 ident: 10.1016/j.engstruct.2014.09.008_b0060 contributor: fullname: Tolles – volume: 53 start-page: 83 issue: 8 year: 2014 ident: 10.1016/j.engstruct.2014.09.008_b0155 article-title: Adobe bricks under compression: experimental investigation and derivation of stress–strain equation publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2013.11.103 contributor: fullname: Illampas – volume: 2 start-page: 209 issue: 2 year: 1987 ident: 10.1016/j.engstruct.2014.09.008_b0175 article-title: Earthquake damage to and aseismic measures for earth-sheltered buildings in China publication-title: Tunn Undergr Space Technol doi: 10.1016/0886-7798(87)90014-9 contributor: fullname: Yucheng – year: 1974 ident: 10.1016/j.engstruct.2014.09.008_b0010 contributor: fullname: Corazao – ident: 10.1016/j.engstruct.2014.09.008_b0035 – year: 1999 ident: 10.1016/j.engstruct.2014.09.008_b0250 article-title: Mechanical properties of wood contributor: fullname: Green – ident: 10.1016/j.engstruct.2014.09.008_b0205 – year: 2000 ident: 10.1016/j.engstruct.2014.09.008_b0255 contributor: fullname: Katsaragakis – volume: 25 start-page: 299 issue: 3 year: 1989 ident: 10.1016/j.engstruct.2014.09.008_b0210 article-title: A plastic-damage model for concrete publication-title: Int J Solids Struct doi: 10.1016/0020-7683(89)90050-4 contributor: fullname: Lubliner – volume: 125 start-page: 930 issue: 8 year: 1999 ident: 10.1016/j.engstruct.2014.09.008_b0235 article-title: Coupled environmental–mechanical damage model of RC structures publication-title: J Eng Mech doi: 10.1061/(ASCE)0733-9399(1999)125:8(930) contributor: fullname: Saetta – ident: 10.1016/j.engstruct.2014.09.008_b0045 – year: 1996 ident: 10.1016/j.engstruct.2014.09.008_b0005 contributor: fullname: Tolles – ident: 10.1016/j.engstruct.2014.09.008_b0020 – volume: 126 start-page: 1008 issue: 9 year: 2000 ident: 10.1016/j.engstruct.2014.09.008_b0225 article-title: Anisotropic softening model for masonry plates and shells publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2000)126:9(1008) contributor: fullname: Lourenço – ident: 10.1016/j.engstruct.2014.09.008_b0140 – year: 1990 ident: 10.1016/j.engstruct.2014.09.008_b0055 contributor: fullname: Tolles – volume: 79 start-page: 157 issue: 3/4 year: 2004 ident: 10.1016/j.engstruct.2014.09.008_b0165 article-title: Collapse mechanism of adobe and masonry structures during the 2003 Iran Bam Earthquake publication-title: Bull Earthq Res Inst Univ Tokyo contributor: fullname: Kiyono – volume: 8 start-page: 451 issue: 2 year: 2009 ident: 10.1016/j.engstruct.2014.09.008_b0130 article-title: Analytical study on vulnerability functions for casualty estimation in the collapse of adobe buildings induced by earthquake publication-title: Bull Earthq Eng doi: 10.1007/s10518-009-9156-z contributor: fullname: Furukawa – ident: 10.1016/j.engstruct.2014.09.008_b0145 – volume: 14 start-page: 2103 issue: 1 year: 2011 ident: 10.1016/j.engstruct.2014.09.008_b0200 article-title: Seismic capacity comparison between square and circular plan adobe construction publication-title: Proc Eng doi: 10.1016/j.proeng.2011.07.264 contributor: fullname: Samali – ident: 10.1016/j.engstruct.2014.09.008_b0090 – start-page: 96 year: 2011 ident: 10.1016/j.engstruct.2014.09.008_b0150 article-title: Earthen architecture in Cyprus contributor: fullname: Illampas – ident: 10.1016/j.engstruct.2014.09.008_b0100 doi: 10.1007/978-3-642-04460-1_111 – ident: 10.1016/j.engstruct.2014.09.008_b0160 – volume: 124 start-page: 642 issue: 6 year: 1998 ident: 10.1016/j.engstruct.2014.09.008_b0260 article-title: Continuum model for masonry: parameter estimation and validation publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(1998)124:6(642) contributor: fullname: Lourenço – ident: 10.1016/j.engstruct.2014.09.008_b0065 – ident: 10.1016/j.engstruct.2014.09.008_b0080 – volume: 46 start-page: 203 issue: 1–2 year: 2013 ident: 10.1016/j.engstruct.2014.09.008_b0070 article-title: Seismic retrofitting solution of an adobe masonry wall publication-title: Mater Struct doi: 10.1617/s11527-012-9895-1 contributor: fullname: Figueiredo – volume: 33 start-page: 932 issue: 3 year: 2011 ident: 10.1016/j.engstruct.2014.09.008_b0105 article-title: Seismic resistance of earth construction in Portugal publication-title: Eng Struct doi: 10.1016/j.engstruct.2010.12.014 contributor: fullname: Gomes – ident: 10.1016/j.engstruct.2014.09.008_b0085 – volume: vol. 1 start-page: 557 year: 2013 ident: 10.1016/j.engstruct.2014.09.008_b0110 article-title: Numerical simulations of the mechanical behavior of adobe contributor: fullname: Meyer – volume: 128 start-page: 646 issue: 5 year: 2002 ident: 10.1016/j.engstruct.2014.09.008_b0240 article-title: Analyses of masonry vaults: a macro approach based on three-dimensional damage model publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2002)128:5(646) contributor: fullname: Creazza – ident: 10.1016/j.engstruct.2014.09.008_b0115 – ident: 10.1016/j.engstruct.2014.09.008_b0245 – volume: 124 start-page: 892 issue: 8 year: 1998 ident: 10.1016/j.engstruct.2014.09.008_b0215 article-title: Plastic-damage model for cyclic loading of concrete structures publication-title: J Eng Mech doi: 10.1061/(ASCE)0733-9399(1998)124:8(892) contributor: fullname: Lee – ident: 10.1016/j.engstruct.2014.09.008_b0075 – ident: 10.1016/j.engstruct.2014.09.008_b0220 – ident: 10.1016/j.engstruct.2014.09.008_b0050 – ident: 10.1016/j.engstruct.2014.09.008_b0265 – volume: 28 start-page: 759 issue: 2 year: 2012 ident: 10.1016/j.engstruct.2014.09.008_b0185 article-title: Displacement-based fragility curves for seismic assessment of adobe buildings in Cusco, Peru publication-title: Earthq Spect doi: 10.1193/1.4000001 contributor: fullname: Tarque – ident: 10.1016/j.engstruct.2014.09.008_b0180 – ident: 10.1016/j.engstruct.2014.09.008_b0125 – volume: 49 start-page: 25 issue: 1 year: 2009 ident: 10.1016/j.engstruct.2014.09.008_b0135 article-title: Failure process of masonry buildings during earthquake and associated casualty risk evaluation publication-title: Nat Hazards doi: 10.1007/s11069-008-9275-x contributor: fullname: Furukawa – ident: 10.1016/j.engstruct.2014.09.008_b0230 |
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Snippet | •A 1:2 scaled adobe masonry building is tested in laboratory under horizontal loading.•Cracking initiation/propagation and force–displacement response are... |
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SubjectTerms | Adobe masonry Applied sciences Building structure Buildings. Public works Construction (buildings and works) Damaged plasticity Exact sciences and technology Finite element model Horizontal loading Masonry structure Non-linear analysis Stresses. Safety Structural analysis. Stresses |
Title | Laboratory testing and finite element simulation of the structural response of an adobe masonry building under horizontal loading |
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