Response of thin lightly-reinforced concrete walls under cyclic loading

During the last two decades, thin concrete walls have been frequently used to brace mid- to high-rise buildings in some Latin American countries. This structural system differs significantly in terms of wall geometry and reinforcement layout from traditional cast-in-place reinforced concrete wall bu...

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Fecha de publicación:: 2018

Institución:: Universidad de Medellín

Repositorio:: Repositorio UDEM

Idioma:: eng

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network_acronym_str	REPOUDEM2
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repository_id_str
dc.title.spa.fl_str_mv	Response of thin lightly-reinforced concrete walls under cyclic loading
title	Response of thin lightly-reinforced concrete walls under cyclic loading
spellingShingle	Response of thin lightly-reinforced concrete walls under cyclic loading Cold-drawn reinforcement Lightly-reinforced slender walls Reinforced concrete Thin wall Welded-wire mesh Cyclic loads Energy dissipation Reinforced concrete Software testing Stiffness Tall buildings Walls (structural partitions) Cold-drawn Energy dissipation capacities Geometrical configurations Lightly reinforced concretes Lightly-reinforced slender walls Reinforced concrete wall Thin walls Welded-wire mesh Cast in place concrete
title_short	Response of thin lightly-reinforced concrete walls under cyclic loading
title_full	Response of thin lightly-reinforced concrete walls under cyclic loading
title_fullStr	Response of thin lightly-reinforced concrete walls under cyclic loading
title_full_unstemmed	Response of thin lightly-reinforced concrete walls under cyclic loading
title_sort	Response of thin lightly-reinforced concrete walls under cyclic loading
dc.contributor.affiliation.spa.fl_str_mv	Blandon, C.A., Universidad EIA;Arteta, C.A., Universidad del Norte;Bonett, R.L., Universidad de Medellín;Carrillo, J., Universidad Militar Nueva Granada;Beyer, K., Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausanne;J.P., Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausanne
dc.subject.spa.fl_str_mv	Cold-drawn reinforcement Lightly-reinforced slender walls Reinforced concrete Thin wall Welded-wire mesh Cyclic loads Energy dissipation Reinforced concrete Software testing Stiffness Tall buildings Walls (structural partitions) Cold-drawn Energy dissipation capacities Geometrical configurations Lightly reinforced concretes Lightly-reinforced slender walls Reinforced concrete wall Thin walls Welded-wire mesh Cast in place concrete
topic	Cold-drawn reinforcement Lightly-reinforced slender walls Reinforced concrete Thin wall Welded-wire mesh Cyclic loads Energy dissipation Reinforced concrete Software testing Stiffness Tall buildings Walls (structural partitions) Cold-drawn Energy dissipation capacities Geometrical configurations Lightly reinforced concretes Lightly-reinforced slender walls Reinforced concrete wall Thin walls Welded-wire mesh Cast in place concrete
description	During the last two decades, thin concrete walls have been frequently used to brace mid- to high-rise buildings in some Latin American countries. This structural system differs significantly in terms of wall geometry and reinforcement layout from traditional cast-in-place reinforced concrete wall buildings. Limited experimental data on this wall system and the absence of post-earthquake field observations make it difficult to assess whether such walls behave similarly to the walls designed according to the current local design code. The paper presents and discusses the results of an experimental program comprising quasi-static cyclic tests of four slender, thin and lightly-reinforced concrete walls with different geometrical configurations, steel properties and reinforcement layouts, which correspond to a common construction practice in Colombia. The seismic response of the specimens was assessed in terms of crack propagation and failure modes, hysteretic and backbone curves, contribution of rocking, flexural, shear and sliding components to lateral drift, stiffness degradation, and energy dissipation capacity. The results suggest that the response of these reinforced concrete walls does not meet the performance specified in the Colombian regulation if they are designed to reach the maximum lateral drift allowed by the code. © 2018 Elsevier Ltd
publishDate	2018
dc.date.accessioned.none.fl_str_mv	2018-10-31T13:44:22Z
dc.date.available.none.fl_str_mv	2018-10-31T13:44:22Z
dc.date.created.none.fl_str_mv	2018
dc.type.eng.fl_str_mv	Article
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dc.type.driver.none.fl_str_mv	info:eu-repo/semantics/article
dc.identifier.issn.none.fl_str_mv	1410296
dc.identifier.uri.none.fl_str_mv	http://hdl.handle.net/11407/4894
dc.identifier.doi.none.fl_str_mv	10.1016/j.engstruct.2018.08.089
identifier_str_mv	1410296 10.1016/j.engstruct.2018.08.089
url	http://hdl.handle.net/11407/4894
dc.language.iso.none.fl_str_mv	eng
language	eng
dc.relation.isversionof.spa.fl_str_mv	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85053037222&doi=10.1016%2fj.engstruct.2018.08.089&partnerID=40&md5=284792abf8d6f3ec930ea791134cf938
dc.relation.citationvolume.spa.fl_str_mv	176
dc.relation.citationstartpage.spa.fl_str_mv	175
dc.relation.citationendpage.spa.fl_str_mv	187
dc.relation.ispartofes.spa.fl_str_mv	Engineering Structures
dc.relation.references.spa.fl_str_mv	(2010), NSR-10, Colombian code for earthquake-resistant construction, NSR-10, Committee 100, Colombian Association of Earthquake Engineering, AIS, Colombia;;(2008), p. 467. , ACI 318-08. Building code requirements for structural concrete and commentary. Committee 318. Farmington Hills, MI: American Concrete Institute;;Arteta, C.A., Sanchez, J., Daza, R., Blandón, C.A., Bonett, R.L., Carrillo, J., Global and local demand limits of thin reinforced concrete structural wall building systems. In: Proceedings of the 16th world conference on earthquake engineering, Santiago, January 9-13;2017, Paper 2121;Arteta, C.A., To, D.V., Moehle, J.P., (2014), Experimental response of boundary elements of code compliant reinforced concrete shear walls. In: Proceeding of the 10th US national conference on earthquake engineering, Earthquake Engineering Research Institute, Anchorage, AK, July 21-25;;Westenenk, B., de la Llera, J.C., Jünemann, R., Hube, M.A., Besa, J.J., Lüders, C., Analysis and interpretation of the seismic response of RC buildings in Concepción during the February 27, 2010, Chile earthquake (2013) Bull Earthq Eng, 11 (1), pp. 69-91;Gonzales, H., López-Almansa, F., Seismic performance of buildings with thin RC bearing walls (2012) Eng Struct, 34, pp. 244-258;Wallace, J.W., Orakcal, K., ACI 318-99 provisions for seismic design of structural walls (2002) ACI Struct J, 99 (4), pp. 499-508;Alarcon, C., Hube, M.A., Junemann, R., De la Llera, J.C., Characteristics and displacement capacity of reinforced concrete walls in damaged buildings during 2010 Chile earthquake (2015) Bull Earthq Eng, 13 (4), pp. 1119-1139;Sritharan, S., Beyer, K., Henry, R.S., Chai, Y.H., Kowalsky, M., Bull, D., Understanding poor seismic performance of concrete walls and design implications (2014) Earthq Spectra, 30 (1), pp. 307-334;Kam, W.Y., Pampanin, S., Elwood, K., Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake (2011) Bull NZ Soc Earthq Eng, 44 (4), pp. 239-278;Arteta, C.A., Simple mechanics of reinforced concrete thin wall, design considerations for Colombia. In: Proceedings of the VIII national conference on earthquake engineering, Barranquilla, Colombia;2017, paper 1750;Rosso, A., Almeida, J.P., Beyer, K., Stability of thin reinforced concrete walls under cyclic loads: state-of-the-art and new experimental findings (2016) Bull Earthq Eng, 14 (2), pp. 455-484;Almeida, J., Prodan, O., Rosso, A., Beyer, K., Tests on thin reinforced concrete walls subjected to in-plane and out-of-plane cyclic loading (2017) Earthq Spectra, 33 (1), pp. 323-345;Rosso, A., Jiménez-Roa, L.A., de Almeida, J.P., Guerrero, A.P., Blandón, C.A., Bonett, R.L., Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability (2018) Bull Earthq Eng, 16, p. 859;Rosso, A., Jiménez-Roa, L.A., de Almeida, J.P., Beyer, K., Instability of thin concrete walls with a single layer of reinforcement under cyclic loading: numerical simulation and improved equivalent boundary element model for assessment (2018) J Earthq Eng, , under review;McMenamin, A., (1999), p. 275. , The performance of slender precast reinforced concrete cantilever walls with roof level lateral displacement restraint under simulated in-plane seismic loading, Research Report 99-4, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand;;Carrillo, J., Alcocer, S., Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls (2013) Earthq Eng Struct Dyn, 42, pp. 635-652;Tomazevic, M., Lutman, M., Capuder, F., Petkovic, L., (1996), Seismic behaviour of R.C. shear-walls: an experimental study. In: 11th World conference on earthquake engineering, Paper 381, Elsevier;;Massone, L., Bonelli, P., Lagos, R., Lüders, C., Moehle, J., Wallace, J.W., Seismic design and construction practices for RC structural wall buildings (2012) Earthq Spectra, 28 (S1), pp. S245-S256;Thomsen, J.H., Wallace, J.W., Displacement-based design of slender reinforced concrete structural walls-experimental verification (2004) J Struct Eng, 130 (4), pp. 618-630;Wallace, J.W., Massone, L.M., Bonelli, P., Dragovich, J., Lagos, R., Luders, C., Damage and implications for seismic design of RC structural wall buildings (2012) Earthq Spectra, 28 (S1), pp. S281-S299;Blandón, C.A., Rave-Arango, J.F., Bonett, R.L., Behavior of thin reinforced concrete walls under lateral load. In: Proceedings of the VII national conference on earthquake engineering, Bogota;2015, Paper 25;Goodsir, W.J., The design of coupled frame-wall structures for seismic actions (1985), University of Canterbury Christchurch, New Zealand;Hube, M.A., Marihuen, A., De la Llera, J.C., Stojadinovic, B., Seismic behavior of slender reinforced concrete walls (2014) Eng Struct, 80, pp. 377-388;Parra, P.F., Moehle, J.P., Stability of slender wall boundaries subjected to earthquake loading (2017) ACI Struct J, 114 (6), pp. 1627-1636;Dazio, A., Beyer, K., Bachmann, H., Quasi-static cyclic tests and plastic hinge analysis of RC structural walls (2009) Eng Struct, 31, pp. 1556-1571;Haindl, M., Hube Matías, A., Arteta CA. Seismic performance assessment of a reinforced concrete wall house. In: VII national conference on earthquake engineering, Bogota;2015, Paper 23;Quiroz, L.G., Maruyama, Y., Zavala, C., Cyclic behavior of thin RC Peruvian shear walls: Full-scale experimental investigation and numerical simulation (2013) Eng Struct, 52, pp. 153-167;Su, R.K.L., Wong, S.M., Seismic behaviour of slender reinforced concrete shear walls under high axial load ratio (2007) Eng Struct, 29 (8), pp. 1957-1965;Alarcon, C., Hube, M.A., de la Llera, J.C., Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries (2014) Eng Struct, 73, pp. 13-23;Building, T.N.O., Construction Research. DIANA - Finite Element Analysis User's Manual. Release 8.1 September 2002;Chu, T.C., Ranson, W.F., Sutton, M.A., Peters, W.H., Applications of digital-image-correlation techniques to experimental mechanics (1985) Exp Mech, 25 (3), pp. 232-244;Pan, B., Qian, K.M., Xie, H.M., Asundi, A., Two-dimensional digital image correlation for in-plane displacement and strain measurement: a review (2009) Meas Sci Technol, 20 (6), pp. 1-17. , Artn 062001;Sutton, M.A., Orteu, J.J., Schreier, H.W., Image correlation for shape, motion and deformation measurements: basic concepts, theory and applications (2009), Springer New York, NY;(2009), ASTM-A706. Standard specification for low-alloy steel deformed and plain bars for concrete reinforcement (pp. 6). West Conshohocken, PA: ASTM International;;Almeida, J.P., Prodan, O., Tarquini, D., Beyer, K., Influence of lap splices on the deformation capacity of RC walls. I: database assembly, new experimental tests, and findings for model development (2017) ASCE J Struct Eng, 143 (12);(1992), ACI Committee 363. Report on high-strength concrete. ACI Manual of Concrete Practice (reapproved 1997) (p. 55). Farmington Hills, MI: American Concrete Institute;;Lowes, L.N., Lehman, D.E., Birely, A.C., Kuchma, D.A., Marley, K.P., Hart, C.R., Earthquake response of slender planar concrete walls with modern detailing (2012) Eng Struct, 43, pp. 31-47;Lu, Y., Henry, R.S., Gultom, R., Ma, M.T., Cyclic testing of reinforced concrete walls with distributed minimum vertical reinforcement (2017) J Struct Eng, 143 (5), p. 04016225;Moehle, J.P., Seismic design of reinforced concrete buildings (2014), McGraw-Hill Professional New York, NY;Hiraishi, H., Evaluation of shear and flexural deformations of flexural type shear walls (1984) Bull NZ Soc Earthq Eng, 17 (2), pp. 135-144;Paulay, T., Priestley, M.J.N., Stability of ductile structural walls (1993) ACI Struct J, 90, pp. 385-392;Sozen, M.A., (1989), Earthquake response of buildings with robust walls. In: Paper presented at the fifth chilean conference on seismology and earthquake engineering, Santiago de Chile;
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rights_invalid_str_mv	http://purl.org/coar/access_right/c_16ec
dc.publisher.spa.fl_str_mv	Elsevier Ltd
dc.publisher.program.spa.fl_str_mv	Ingeniería Civil
dc.publisher.faculty.spa.fl_str_mv	Facultad de Ingenierías
dc.source.spa.fl_str_mv	Scopus
institution	Universidad de Medellín
repository.name.fl_str_mv	Repositorio Institucional Universidad de Medellin
repository.mail.fl_str_mv	repositorio@udem.edu.co
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spelling	2018-10-31T13:44:22Z2018-10-31T13:44:22Z20181410296http://hdl.handle.net/11407/489410.1016/j.engstruct.2018.08.089During the last two decades, thin concrete walls have been frequently used to brace mid- to high-rise buildings in some Latin American countries. This structural system differs significantly in terms of wall geometry and reinforcement layout from traditional cast-in-place reinforced concrete wall buildings. Limited experimental data on this wall system and the absence of post-earthquake field observations make it difficult to assess whether such walls behave similarly to the walls designed according to the current local design code. The paper presents and discusses the results of an experimental program comprising quasi-static cyclic tests of four slender, thin and lightly-reinforced concrete walls with different geometrical configurations, steel properties and reinforcement layouts, which correspond to a common construction practice in Colombia. The seismic response of the specimens was assessed in terms of crack propagation and failure modes, hysteretic and backbone curves, contribution of rocking, flexural, shear and sliding components to lateral drift, stiffness degradation, and energy dissipation capacity. The results suggest that the response of these reinforced concrete walls does not meet the performance specified in the Colombian regulation if they are designed to reach the maximum lateral drift allowed by the code. © 2018 Elsevier LtdengElsevier LtdIngeniería CivilFacultad de Ingenieríashttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85053037222&doi=10.1016%2fj.engstruct.2018.08.089&partnerID=40&md5=284792abf8d6f3ec930ea791134cf938176175187Engineering Structures(2010), NSR-10, Colombian code for earthquake-resistant construction, NSR-10, Committee 100, Colombian Association of Earthquake Engineering, AIS, Colombia;;(2008), p. 467. , ACI 318-08. Building code requirements for structural concrete and commentary. Committee 318. Farmington Hills, MI: American Concrete Institute;;Arteta, C.A., Sanchez, J., Daza, R., Blandón, C.A., Bonett, R.L., Carrillo, J., Global and local demand limits of thin reinforced concrete structural wall building systems. In: Proceedings of the 16th world conference on earthquake engineering, Santiago, January 9-13;2017, Paper 2121;Arteta, C.A., To, D.V., Moehle, J.P., (2014), Experimental response of boundary elements of code compliant reinforced concrete shear walls. In: Proceeding of the 10th US national conference on earthquake engineering, Earthquake Engineering Research Institute, Anchorage, AK, July 21-25;;Westenenk, B., de la Llera, J.C., Jünemann, R., Hube, M.A., Besa, J.J., Lüders, C., Analysis and interpretation of the seismic response of RC buildings in Concepción during the February 27, 2010, Chile earthquake (2013) Bull Earthq Eng, 11 (1), pp. 69-91;Gonzales, H., López-Almansa, F., Seismic performance of buildings with thin RC bearing walls (2012) Eng Struct, 34, pp. 244-258;Wallace, J.W., Orakcal, K., ACI 318-99 provisions for seismic design of structural walls (2002) ACI Struct J, 99 (4), pp. 499-508;Alarcon, C., Hube, M.A., Junemann, R., De la Llera, J.C., Characteristics and displacement capacity of reinforced concrete walls in damaged buildings during 2010 Chile earthquake (2015) Bull Earthq Eng, 13 (4), pp. 1119-1139;Sritharan, S., Beyer, K., Henry, R.S., Chai, Y.H., Kowalsky, M., Bull, D., Understanding poor seismic performance of concrete walls and design implications (2014) Earthq Spectra, 30 (1), pp. 307-334;Kam, W.Y., Pampanin, S., Elwood, K., Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake (2011) Bull NZ Soc Earthq Eng, 44 (4), pp. 239-278;Arteta, C.A., Simple mechanics of reinforced concrete thin wall, design considerations for Colombia. In: Proceedings of the VIII national conference on earthquake engineering, Barranquilla, Colombia;2017, paper 1750;Rosso, A., Almeida, J.P., Beyer, K., Stability of thin reinforced concrete walls under cyclic loads: state-of-the-art and new experimental findings (2016) Bull Earthq Eng, 14 (2), pp. 455-484;Almeida, J., Prodan, O., Rosso, A., Beyer, K., Tests on thin reinforced concrete walls subjected to in-plane and out-of-plane cyclic loading (2017) Earthq Spectra, 33 (1), pp. 323-345;Rosso, A., Jiménez-Roa, L.A., de Almeida, J.P., Guerrero, A.P., Blandón, C.A., Bonett, R.L., Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability (2018) Bull Earthq Eng, 16, p. 859;Rosso, A., Jiménez-Roa, L.A., de Almeida, J.P., Beyer, K., Instability of thin concrete walls with a single layer of reinforcement under cyclic loading: numerical simulation and improved equivalent boundary element model for assessment (2018) J Earthq Eng, , under review;McMenamin, A., (1999), p. 275. , The performance of slender precast reinforced concrete cantilever walls with roof level lateral displacement restraint under simulated in-plane seismic loading, Research Report 99-4, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand;;Carrillo, J., Alcocer, S., Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls (2013) Earthq Eng Struct Dyn, 42, pp. 635-652;Tomazevic, M., Lutman, M., Capuder, F., Petkovic, L., (1996), Seismic behaviour of R.C. shear-walls: an experimental study. In: 11th World conference on earthquake engineering, Paper 381, Elsevier;;Massone, L., Bonelli, P., Lagos, R., Lüders, C., Moehle, J., Wallace, J.W., Seismic design and construction practices for RC structural wall buildings (2012) Earthq Spectra, 28 (S1), pp. S245-S256;Thomsen, J.H., Wallace, J.W., Displacement-based design of slender reinforced concrete structural walls-experimental verification (2004) J Struct Eng, 130 (4), pp. 618-630;Wallace, J.W., Massone, L.M., Bonelli, P., Dragovich, J., Lagos, R., Luders, C., Damage and implications for seismic design of RC structural wall buildings (2012) Earthq Spectra, 28 (S1), pp. S281-S299;Blandón, C.A., Rave-Arango, J.F., Bonett, R.L., Behavior of thin reinforced concrete walls under lateral load. In: Proceedings of the VII national conference on earthquake engineering, Bogota;2015, Paper 25;Goodsir, W.J., The design of coupled frame-wall structures for seismic actions (1985), University of Canterbury Christchurch, New Zealand;Hube, M.A., Marihuen, A., De la Llera, J.C., Stojadinovic, B., Seismic behavior of slender reinforced concrete walls (2014) Eng Struct, 80, pp. 377-388;Parra, P.F., Moehle, J.P., Stability of slender wall boundaries subjected to earthquake loading (2017) ACI Struct J, 114 (6), pp. 1627-1636;Dazio, A., Beyer, K., Bachmann, H., Quasi-static cyclic tests and plastic hinge analysis of RC structural walls (2009) Eng Struct, 31, pp. 1556-1571;Haindl, M., Hube Matías, A., Arteta CA. Seismic performance assessment of a reinforced concrete wall house. In: VII national conference on earthquake engineering, Bogota;2015, Paper 23;Quiroz, L.G., Maruyama, Y., Zavala, C., Cyclic behavior of thin RC Peruvian shear walls: Full-scale experimental investigation and numerical simulation (2013) Eng Struct, 52, pp. 153-167;Su, R.K.L., Wong, S.M., Seismic behaviour of slender reinforced concrete shear walls under high axial load ratio (2007) Eng Struct, 29 (8), pp. 1957-1965;Alarcon, C., Hube, M.A., de la Llera, J.C., Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries (2014) Eng Struct, 73, pp. 13-23;Building, T.N.O., Construction Research. DIANA - Finite Element Analysis User's Manual. Release 8.1 September 2002;Chu, T.C., Ranson, W.F., Sutton, M.A., Peters, W.H., Applications of digital-image-correlation techniques to experimental mechanics (1985) Exp Mech, 25 (3), pp. 232-244;Pan, B., Qian, K.M., Xie, H.M., Asundi, A., Two-dimensional digital image correlation for in-plane displacement and strain measurement: a review (2009) Meas Sci Technol, 20 (6), pp. 1-17. , Artn 062001;Sutton, M.A., Orteu, J.J., Schreier, H.W., Image correlation for shape, motion and deformation measurements: basic concepts, theory and applications (2009), Springer New York, NY;(2009), ASTM-A706. Standard specification for low-alloy steel deformed and plain bars for concrete reinforcement (pp. 6). West Conshohocken, PA: ASTM International;;Almeida, J.P., Prodan, O., Tarquini, D., Beyer, K., Influence of lap splices on the deformation capacity of RC walls. I: database assembly, new experimental tests, and findings for model development (2017) ASCE J Struct Eng, 143 (12);(1992), ACI Committee 363. Report on high-strength concrete. ACI Manual of Concrete Practice (reapproved 1997) (p. 55). Farmington Hills, MI: American Concrete Institute;;Lowes, L.N., Lehman, D.E., Birely, A.C., Kuchma, D.A., Marley, K.P., Hart, C.R., Earthquake response of slender planar concrete walls with modern detailing (2012) Eng Struct, 43, pp. 31-47;Lu, Y., Henry, R.S., Gultom, R., Ma, M.T., Cyclic testing of reinforced concrete walls with distributed minimum vertical reinforcement (2017) J Struct Eng, 143 (5), p. 04016225;Moehle, J.P., Seismic design of reinforced concrete buildings (2014), McGraw-Hill Professional New York, NY;Hiraishi, H., Evaluation of shear and flexural deformations of flexural type shear walls (1984) Bull NZ Soc Earthq Eng, 17 (2), pp. 135-144;Paulay, T., Priestley, M.J.N., Stability of ductile structural walls (1993) ACI Struct J, 90, pp. 385-392;Sozen, M.A., (1989), Earthquake response of buildings with robust walls. In: Paper presented at the fifth chilean conference on seismology and earthquake engineering, Santiago de Chile;ScopusCold-drawn reinforcementLightly-reinforced slender wallsReinforced concreteThin wallWelded-wire meshCyclic loadsEnergy dissipationReinforced concreteSoftware testingStiffnessTall buildingsWalls (structural partitions)Cold-drawnEnergy dissipation capacitiesGeometrical configurationsLightly reinforced concretesLightly-reinforced slender wallsReinforced concrete wallThin wallsWelded-wire meshCast in place concreteResponse of thin lightly-reinforced concrete walls under cyclic loadingArticleinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Blandon, C.A., Universidad EIA;Arteta, C.A., Universidad del Norte;Bonett, R.L., Universidad de Medellín;Carrillo, J., Universidad Militar Nueva Granada;Beyer, K., Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausanne;J.P., Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de LausanneBlandon C.A.Arteta C.A.Bonett R.L.Carrillo J.Beyer K.Almeida J.P.http://purl.org/coar/access_right/c_16ec11407/4894oai:repository.udem.edu.co:11407/48942020-05-27 16:35:18.064Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co

Response of thin lightly-reinforced concrete walls under cyclic loading

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