A practical design method for flexural elements of dry-stacked post-tensioned masonry system

Autores:

Tipo de recurso:

Fecha de publicación:: 2016

Institución:: Universidad de Medellín

Repositorio:: Repositorio UDEM

Idioma:: eng

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dc.title.spa.fl_str_mv	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
title	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
spellingShingle	A practical design method for flexural elements of dry-stacked post-tensioned masonry system Curvature Dry-stacked Masonry Post-tensioned Un-bonded Brick Elastic moduli Seismology Stress-strain curves Walls (structural partitions) Curvature Masonry Moment-curvature relationship Post tensioned Post-tensioned concrete Practical design method Stress-strain relationships Un-bonded Masonry materials
title_short	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
title_full	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
title_fullStr	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
title_full_unstemmed	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
title_sort	A practical design method for flexural elements of dry-stacked post-tensioned masonry system
dc.contributor.affiliation.spa.fl_str_mv	Urrego-Giraldo, H., Area Ingenieros Consultores, Medellín, Colombia Bonett-Diaz, R., Department of Civil Structural Engineering, Universidad de Medellín, Medellín, Colombia Restrepo, J., Structural Engineering Faculty, University of California, San Diego, CA, United States
dc.subject.keyword.eng.fl_str_mv	Curvature Dry-stacked Masonry Post-tensioned Un-bonded Brick Elastic moduli Seismology Stress-strain curves Walls (structural partitions) Curvature Masonry Moment-curvature relationship Post tensioned Post-tensioned concrete Practical design method Stress-strain relationships Un-bonded Masonry materials
topic	Curvature Dry-stacked Masonry Post-tensioned Un-bonded Brick Elastic moduli Seismology Stress-strain curves Walls (structural partitions) Curvature Masonry Moment-curvature relationship Post tensioned Post-tensioned concrete Practical design method Stress-strain relationships Un-bonded Masonry materials
publishDate	2016
dc.date.created.none.fl_str_mv	2016
dc.date.accessioned.none.fl_str_mv	2017-12-19T19:36:47Z
dc.date.available.none.fl_str_mv	2017-12-19T19:36:47Z
dc.type.eng.fl_str_mv	Conference Paper
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dc.identifier.reponame.spa.fl_str_mv	reponame:Repositorio Institucional Universidad de Medellín
dc.identifier.instname.spa.fl_str_mv	instname:Universidad de Medellín
identifier_str_mv	9781138029996 reponame:Repositorio Institucional Universidad de Medellín instname:Universidad de Medellín
url	http://hdl.handle.net/11407/4315
dc.language.iso.none.fl_str_mv	eng
language	eng
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dc.relation.ispartofes.spa.fl_str_mv	Brick and Block Masonry: Trends, Innovations and Challenges - Proceedings of the 16th International Brick and Block Masonry Conference, IBMAC 2016
dc.relation.references.spa.fl_str_mv	Bean Popehn, J.R., Schultz, A.E., Lu, M., Stolarski, H.K., Ojard, N.J., Influence of Transverse Loading on the Stability of Slender Unreinforced Masonry Walls (2008) Engineering Structures, 30 (10), pp. 2830-2839 Bennett, R.M., McGinley, W.M., Bryja, J., Deflection Criteria for Masonry Beams (2007) Journal of ASTM International, 4 (1). , Paper ID JAI100442 Bonett-Díaz, R., Urrego-Giraldo, H., Capacity of Dry Post-Tension Masonry (2010) Proceedings of 8Th International Masonry Conference, , Dresden, Germany. July 4–7 Bonett-Díaz, R., Urrego-Giraldo, H., Post-tensioned Concrete Brick Masonry without Mortar Joint (2008) Proceedings of 14Th World Conference on Earthquake Engineering, , Beijing, China. October 12–17. Paper.05–04–0072 Edgell, G.J., Rathbone, A.J., Roberts, J.J., (2005) Handbook on BS 5628: The Structural Use of Reinforced and Prestressed Masonry Ismail, N., Laursen, P.T., Schutlz, A.E., Ingham, J.M., Cyclic Out-of-Plane of Post-Tensioned Clay Brick Masonry (2012) Proceeding 11Th NAMC Laursen, P.T., Ingham, J.M., Structural Testing of Single- Storey Post-Tensioned Concrete Masonry Walls (2001) Journal of the Masonry Society, 19 (1), pp. 69-82 Laursen, P., Ingham, J., (2000) Cyclic In-Plane Structural Testing of Prestressed Concrete Masonry Walls, Volume B: Data Resource: School of Engineering Report No. 600, , Department of Civil and Resource Engineering, University of Auckland, New Zealand Laursen, P., (2002) Seismic Analysis and Design of Post-Tensioned Concrete Masonry Walls, , http://hdl.handle.net/2292/3330, (PhD Civil and Environmental Engineering), University of Auckland. Retrieved from Madan, A., Fiber-Element Model of Post-tensioned Hollow Block Masonry Shear Walls under Reversed Cyclic Lateral Loading. A.M. Reinhorn (2008) Journal of Structural Engineering. C ASCE, p. 1101 Marzhan, G., Vorgespanntes Trockenmauerwerk (1. Auflage Ed.). Leibpzig: B.G. Teubner. Institu für Massivbau Und Baust off technologie (2000) Forshungfür Die Praxis (2002) USA: The Masonry Standards Joint Committee Perez, F., Analytical and Experimental Lateral Load Behavior of Unbonded post-tensioned precast concrete walls. R. Sause (2007) Journal of Structural Engineering C ASCE, 1531p Perez, F., Sause, R., Pessiki, S., Analytical and Experimental Lateral Load Behavior of Unbonded Post-Tensioned Precast Concrete Walls (2007) Journal of Structuralengineering. ASCE, pp. 1531-1540 Restrepo, J., Rahman, A., (2007) Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators Prestressed Concrete Structures under Natural and Human-Made Hazards, pp. 1560-1570 Restrepo, J., Filiatrault, J., Christopoulos, C., Development of Self-Centering Earthquake Resisting Systems (2004) Proceedings of the 13Th World Conference on Earthquake Engineering, , Vancouver, B.C., Canada. August 1–6 Restrepo, J.I., Mander, J., Holden, T.J., (2001) New Generation of Structural Systems for Earthquake Resistance, Report: Engineering an Earthquake Resilient New Zealand, , New Zealand Society for Earthquake Engineering, Wairakei, New Zealand Theodossopoulos, D., Sinha, B., A Review of Analytical Methods in the Current Design Process and Assessment of Performance of Masonry structures (2013) Construction and Building Materials, 41, pp. 990-1001 Timoshenko, S., Woinowsky-Krieger, S., (1959) Theory of Plates and Shells, , McGraw Hill Urrego-Giraldo, H., Performance of Post-Tensioned Dry-Stacked Masonry (2011) 11Th North American Masonry Conference, , Minneapolis, USA Veletzos, M.J., Restrepo, J.I., Modeling of Jointed Connections in Segmental Bridges (2011) ASCE Journal of Bridge Engineering, Expected Publication Date January Wight, G.D., Seismic Performance of a Post-Tensioned Concrete Masonry Wall System (2006) University of Auckland Department of Civil and Environmental Engineering
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dc.publisher.spa.fl_str_mv	CRC Press/Balkema
dc.publisher.faculty.spa.fl_str_mv	Facultad de Ingenierías
dc.source.spa.fl_str_mv	Scopus
institution	Universidad de Medellín
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spelling	2017-12-19T19:36:47Z2017-12-19T19:36:47Z20169781138029996http://hdl.handle.net/11407/4315reponame:Repositorio Institucional Universidad de Medellíninstname:Universidad de MedellínengCRC Press/BalkemaFacultad de Ingenieríashttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85016116074&partnerID=40&md5=0d1cbc0486d2b15a4494b2689847e32eBrick and Block Masonry: Trends, Innovations and Challenges - Proceedings of the 16th International Brick and Block Masonry Conference, IBMAC 2016Bean Popehn, J.R., Schultz, A.E., Lu, M., Stolarski, H.K., Ojard, N.J., Influence of Transverse Loading on the Stability of Slender Unreinforced Masonry Walls (2008) Engineering Structures, 30 (10), pp. 2830-2839Bennett, R.M., McGinley, W.M., Bryja, J., Deflection Criteria for Masonry Beams (2007) Journal of ASTM International, 4 (1). , Paper ID JAI100442Bonett-Díaz, R., Urrego-Giraldo, H., Capacity of Dry Post-Tension Masonry (2010) Proceedings of 8Th International Masonry Conference, , Dresden, Germany. July 4–7Bonett-Díaz, R., Urrego-Giraldo, H., Post-tensioned Concrete Brick Masonry without Mortar Joint (2008) Proceedings of 14Th World Conference on Earthquake Engineering, , Beijing, China. October 12–17. Paper.05–04–0072Edgell, G.J., Rathbone, A.J., Roberts, J.J., (2005) Handbook on BS 5628: The Structural Use of Reinforced and Prestressed MasonryIsmail, N., Laursen, P.T., Schutlz, A.E., Ingham, J.M., Cyclic Out-of-Plane of Post-Tensioned Clay Brick Masonry (2012) Proceeding 11Th NAMCLaursen, P.T., Ingham, J.M., Structural Testing of Single- Storey Post-Tensioned Concrete Masonry Walls (2001) Journal of the Masonry Society, 19 (1), pp. 69-82Laursen, P., Ingham, J., (2000) Cyclic In-Plane Structural Testing of Prestressed Concrete Masonry Walls, Volume B: Data Resource: School of Engineering Report No. 600, , Department of Civil and Resource Engineering, University of Auckland, New ZealandLaursen, P., (2002) Seismic Analysis and Design of Post-Tensioned Concrete Masonry Walls, , http://hdl.handle.net/2292/3330, (PhD Civil and Environmental Engineering), University of Auckland. Retrieved fromMadan, A., Fiber-Element Model of Post-tensioned Hollow Block Masonry Shear Walls under Reversed Cyclic Lateral Loading. A.M. Reinhorn (2008) Journal of Structural Engineering. C ASCE, p. 1101Marzhan, G., Vorgespanntes Trockenmauerwerk (1. Auflage Ed.). Leibpzig: B.G. Teubner. Institu für Massivbau Und Baust off technologie (2000) Forshungfür Die Praxis(2002) USA: The Masonry Standards Joint CommitteePerez, F., Analytical and Experimental Lateral Load Behavior of Unbonded post-tensioned precast concrete walls. R. Sause (2007) Journal of Structural Engineering C ASCE, 1531pPerez, F., Sause, R., Pessiki, S., Analytical and Experimental Lateral Load Behavior of Unbonded Post-Tensioned Precast Concrete Walls (2007) Journal of Structuralengineering. ASCE, pp. 1531-1540Restrepo, J., Rahman, A., (2007) Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators Prestressed Concrete Structures under Natural and Human-Made Hazards, pp. 1560-1570Restrepo, J., Filiatrault, J., Christopoulos, C., Development of Self-Centering Earthquake Resisting Systems (2004) Proceedings of the 13Th World Conference on Earthquake Engineering, , Vancouver, B.C., Canada. August 1–6Restrepo, J.I., Mander, J., Holden, T.J., (2001) New Generation of Structural Systems for Earthquake Resistance, Report: Engineering an Earthquake Resilient New Zealand, , New Zealand Society for Earthquake Engineering, Wairakei, New ZealandTheodossopoulos, D., Sinha, B., A Review of Analytical Methods in the Current Design Process and Assessment of Performance of Masonry structures (2013) Construction and Building Materials, 41, pp. 990-1001Timoshenko, S., Woinowsky-Krieger, S., (1959) Theory of Plates and Shells, , McGraw HillUrrego-Giraldo, H., Performance of Post-Tensioned Dry-Stacked Masonry (2011) 11Th North American Masonry Conference, , Minneapolis, USAVeletzos, M.J., Restrepo, J.I., Modeling of Jointed Connections in Segmental Bridges (2011) ASCE Journal of Bridge Engineering, Expected Publication Date JanuaryWight, G.D., Seismic Performance of a Post-Tensioned Concrete Masonry Wall System (2006) University of Auckland Department of Civil and Environmental EngineeringScopusA practical design method for flexural elements of dry-stacked post-tensioned masonry systemConference Paperinfo:eu-repo/semantics/conferenceObjecthttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_c94fUrrego-Giraldo, H., Area Ingenieros Consultores, Medellín, ColombiaBonett-Diaz, R., Department of Civil Structural Engineering, Universidad de Medellín, Medellín, ColombiaRestrepo, J., Structural Engineering Faculty, University of California, San Diego, CA, United StatesUrrego-Giraldo H.Bonett-Diaz R.Restrepo J.Area Ingenieros Consultores, Medellín, ColombiaDepartment of Civil Structural Engineering, Universidad de Medellín, Medellín, ColombiaStructural Engineering Faculty, University of California, San Diego, CA, United StatesCurvatureDry-stackedMasonryPost-tensionedUn-bondedBrickElastic moduliSeismologyStress-strain curvesWalls (structural partitions)CurvatureMasonryMoment-curvature relationshipPost tensionedPost-tensioned concretePractical design methodStress-strain relationshipsUn-bondedMasonry materialsDry-stacked post-tensioned masonry has many technical and economic advantages when used as a construction method for outside walls of buildings exposed to wind and seismic loads. Other important applications for this method include: walls loaded in their plane to resist seismic forces, beams and slabs. The use of dry-stacked masonry in engineering practice requires structural calculation methods for these structural elements so that the capacity to withstand the loads to which the walls are subjected, and good behavior in the elastic range can be guaranteed. Existing methods use the concept of flexural rigidity, EI, with a constant elastic modulus, E, which is applicable only in a very limited range of the behavior of structural elements, beams, walls or slabs. In addition, the effective inertia, I, is uncertain and variable after the elastic range is exceeded. This paper shows the results of a methodology based on moment-curvature relationships to predict the behavior of dry-stacked post-tensioned masonry beams. Stress-strain relationships of both the masonry and post-tensioning cables, in addition to the geometry of masonry units, are required to build moment-curvature relationships, there bye liminating the need of the modulus of elasticity. The prediction made by this method shows a good fit with the behavior of the beams tested in the laboratory, and could also have a wide application to reinforced and post-tensioned concrete elements. © 2016 Taylor & Francis Group, London.http://purl.org/coar/access_right/c_16ecORIGINALArticulo.htmltext/html589http://repository.udem.edu.co/bitstream/11407/4315/1/Articulo.htmlbf853ead602f75b82f490ee2a4b4b35dMD5111407/4315oai:repository.udem.edu.co:11407/43152020-05-27 15:56:49.187Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co

A practical design method for flexural elements of dry-stacked post-tensioned masonry system

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