Metodología para la generación de curvas de fragilidad: aplicación a edificios de muros industrializados
| dc.audience | Comunidad Universidad de Medellín | spa |
| dc.contributor.advisor | Bonett Díaz, Ricardo León | |
| dc.contributor.advisor | Arroyo Amell, Orlando Daniel | |
| dc.contributor.author | Ocampo Bolívar, Juan José | |
| dc.coverage.spatial | Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees | |
| dc.coverage.spatial | Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degreesLong: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees | |
| dc.date | 2025-07-17 | |
| dc.date.accessioned | 2025-07-29T16:05:27Z | |
| dc.date.available | 2025-07-29T16:05:27Z | |
| dc.description | Este documento presenta una metodología para generar curvas de fragilidad y vulnerabilidad sísmica específicas para edificios con muros delgados de concreto reforzado (TLRCW) en Colombia. Se trata de un sistema de construcción ampliamente adoptado por su rapidez y costo-efectividad, pero que enfrenta desafíos significativos en zonas de alta amenaza sísmica debido a su limitado refuerzo y alta esbeltez. A través de modelaciones no lineales y análisis probabilísticos, se evaluaron parámetros estructurales clave y se establecieron funciones de fragilidad que permiten cuantificar el riesgo sísmico y las pérdidas esperadas para estas estructuras. Los hallazgos se integraron al Modelo Nacional de Riesgo Sísmico (MNRS), aportando información esencial para resaltar la importancia de este tipo de análisis en la mejora del diseño sismorresistente en el país. | spa |
| dc.format.extent | p. 1-140 | spa |
| dc.format.medium | Electrónico | spa |
| dc.format.mimetype | application/pdf | |
| dc.identifier.instname | instname:Universidad de Medellín | spa |
| dc.identifier.other | T 0653 2025 | |
| dc.identifier.reponame | reponame:Repositorio Institucional Universidad de Medellín | spa |
| dc.identifier.uri | http://hdl.handle.net/11407/8985 | |
| dc.language.iso | spa | |
| dc.publisher | Universidad de Medellín | spa |
| dc.publisher.faculty | Facultad de Ingenierías | spa |
| dc.publisher.place | Medellín | spa |
| dc.publisher.program | Maestría en Ingeniería Civil | spa |
| dc.relation.citationendpage | 140 | |
| dc.relation.citationstartpage | 1 | |
| dc.relation.references | Abraik, E., & Youssef, M. A. (2018). Seismic fragility assessment of superelastic shape memory alloy reinforced concrete shear walls. Journal of Building Engineering, 19, 142–153. | |
| dc.relation.references | Abuchar Soto, V. J., “Fragility and Vulnerability Functions for Residential Reinforced Concrete Frames in Colombia,” M.S. thesis, Dept. de Ingeniería Civil y Ambiental, Univ. del Norte, Barranquilla, Colombia, 2024. | |
| dc.relation.references | Acevedo, A. B., Jaramillo, J. D., Yepes, C., Silva, V., Osorio, F. A., & Villar, M. (2016). Evaluation of the seismic risk of the unreinforced masonry building stock in Antioquia, Colombia. Natural Hazards, Springer Science+Business Media. https://doi.org/10.1007/s11069-016-2647-8 | |
| dc.relation.references | Acevedo, A.B., Reyes, J.C., Arteta, C., Valcárcel, J., Mora, M., Pérez, H., Abuchar, V., Gómez, D., Clavijo, A., Daza, J., Echeverry, J. (2021). Acuerdos de Línea Base y Metodológica – Fragilidad y Vulnerabilidad: Reporte MNRS No. 0.002-2021 | |
| dc.relation.references | Alfaro Montoya, L. Massone (2013). Estimación del desplazamiento lateral elástico e inelástico de muros esbeltos mediante un modelo de rotula plástica basado en un modelo de fibras. Universidad de Chile. | |
| dc.relation.references | Almeida, J., Prodan, O., Rosso, A., & Beyer, K. (2017). Tests on Thin Reinforced Concrete Walls Subjected to In-Plane and Out-of-Plane Cyclic Loading. Earthquake Spectra, 33(1), 323–345. https://doi.org/10.1193/101915EQS154DP | |
| dc.relation.references | American Society of Civil Engineers (ASCE). (2016). Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-16). Reston, VA: American Society of Civil Engineering/ Structural Engineering Institute. | |
| dc.relation.references | Applied Technology Council (ATC). (1996). Seismic Evaluation and Retrofit of Concrete Buildings, Volume 1. Applied Technology Council. | |
| dc.relation.references | Applied Technology Council (ATC). (2018). Methodology. Second Edition. Vol. 1. Seismic Performance Assessment of Buildings P-58-1. https://femap58.atcouncil.org/documents/fema-p-58/24-fema-p-58-volume-1-methodologysecond-edition/file | |
| dc.relation.references | Araújo Rodríguez, G. A. (2021). Seismic Risk Assessment of the Thin and Lightly Reinforced Concrete Wall Building System by. | |
| dc.relation.references | Archbold, J. L. (2022). Performance-Based Seismic Assessment of Reinforced Concrete Frame Buildings with Unreinforced Masonry Infill Walls. University of California, Berkeley. | |
| dc.relation.references | Arroyo, O., Feliciano, D., Carrillo, J., & Hube, M. A. (2021). Seismic performance of mid-rise thin concrete wall buildings lightly reinforced with deformed bars or welded wire mesh. Engineering Structures, 241. https://doi.org/10.1016/J.ENGSTRUCT.2021.112455 | |
| dc.relation.references | Arroyo O, Bonett R, Vidales F, et al. Seismic fragility assessment of reinforced concrete wall buildings in Colombia: Insights and implications for earthquake-resistant design. Earthquake Spectra. 2024, Advance online publication. doi:10.1177/87552930241297564 | |
| dc.relation.references | Asociación Colombiana de Ingeniería Sísmica (AIS). (2010). Reglamento Colombiano de Construcción Sismo Resistente NSR-10. Bogotá, Colombia. | |
| dc.relation.references | Arteta, C. (2017). Simple mechanics of reinforced concrete thinwall, design considerations for Colombia – Ceer. VII Congreso Nacional de Ingeniería Sísmica. http://ceer.co/mecanica-simple-de-murosdelgados-con-aleta-aspectos-a-considerar-para-su-diseno-en-colombia-2/?login=success&lang=en. | |
| dc.relation.references | Arteta, C. A., Sanchez, J., Daza, R., Blandón, C. A., Bonett, R. L., Carrillo, J., & Velez, J. C. (2017). Global and local demand limits of thin reinforced concrete structural wall building systems. Paper presented at the 16th World Conference on Earthquake Engineering, Santiago de Chile. | |
| dc.relation.references | Arteta, C. A., & Abrahamson, N. A. (2019). Conditional scenario spectra (CSS) for hazardconsistent analysis of engineering systems. Earthquake Spectra, 35(2), 737–757. https://doi.org/10.1193/102116EQS176M | |
| dc.relation.references | Arteta, C. A., Pérez, H., Reyes, J., Bonett, R., Mora, M., Valcárcel, J., Abuchar, V., Clavijo, A., Daza, J., Echeverry, J., & Gómez, D. (2021). Acuerdos de línea base y metodológica - Fragilidad y vulnerabilidad: Reporte MNRS No. 002-2021. Preparado por la Asociación Colombiana de Facultades de Ingeniería (ACOFI) para el Servicio Geológico Colombiano (SGC). | |
| dc.relation.references | Aslani, H., & Miranda, E. (2005). Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Buildings (Issue Report No. PEER 2005/12) | |
| dc.relation.references | Baker, J. W. (2007). Probabilistic structural response assessment using vector-valued intensity measures. In Earthquake Engineering and Structural Dynamics (Vol. 36, Issue 13, pp. 1861– 1883). John Wiley and Sons Ltd. https://doi.org/10.1002/eqe.700 | |
| dc.relation.references | Baker, J. W. (2015). Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra, 31(1), 579–599. https://doi.org/10.1193/021113EQS025M | |
| dc.relation.references | Baker, J. W., & Cornell, C. A. (2005). A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthquake Engineering & Structural Dynamics, 34(10), 1193–1217. https://doi.org/10.1002/eqe.474 | |
| dc.relation.references | Bal, I. E., Crowley, H., Pinho, R., & Gülay, F. G. (2008). Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment models. Soil Dynamics and Earthquake Engineering, 28(10–11), 914–932. https://doi.org/10.1016/J.SOILDYN.2007.10.005 | |
| dc.relation.references | Blandon C., Arteta C., Bonett R., Carrillo J., Beyer K. and Almeida J. (2018) Response of thin lightly reinforced concrete walls under cycling loading. Engineering structures, 176:175-187, DOI: 10.1016/j.engstruct.2018.08.089. | |
| dc.relation.references | Blandón, C., & Bonett, R. (2020). Thin slender concrete rectangular walls in moderate seismic regions with a single reinforcement layer. Journal of Building Engineering, 28, 101035. https://doi.org/10.1016/J.JOBE.2019.101035. | |
| dc.relation.references | Bonett, R. (2003). Vulnerabilidad y riesgos sísmicos de edificios. Aplicación a entornos urbanos en zonas de amenaza alta y moderada. Tesis doctoral. Universidad Politécnica de Cataluña. Barcelona – España. | |
| dc.relation.references | Bonett, R., y Blandón, C. (2014). Informe final del proyecto de investigación titulado: Verificación del comportamiento de muros esbeltos de concreto reforzado ante desplazamientos laterales. Universidad de Medellín, Escuela de ingeniería de Antioquia, CAMACOL, Doing estudios de ingeniería, Conconcreto e Industrias del Hierro. | |
| dc.relation.references | Bonett, R., Arroyo, O., Zapata, A., Feliciano, D., Ocampo, J., Vidales, F. (2022). Funciones de fragilidad y vulnerabilidad sísmica para la tipología constructiva de muros en concreto reforzado: Reporte MNRS No. 005-2022. Bogotá: Preparado por la Asociación Colombiana de Facultades de Ingeniería (ACOFI) para el Servicio Geológico Colombiano (SGC). | |
| dc.relation.references | Cando, M. A., Hube, M. A., Parra, P. F., & Arteta, C. A. (2020). Effect of stiffness on the seismic performance of code-conforming reinforced concrete shear wall buildings. Engineering Structures, 219, 110724. https://doi.org/10.1016/J.ENGSTRUCT.2020.110724 | |
| dc.relation.references | Carrillo, J., & Alcocer, S. M. (2012). Acceptance limits for performance-based seismic design of RC walls for low-rise housing. Earthquake Engineering & Structural Dynamics, 41(15), 2273–2288. https://doi.org/10.1002/EQE.2186 | |
| dc.relation.references | Carrillo, J., Cubillos, E., & Parra, P. F. (2022). Modeling the seismic response of thin concrete walls using the non-linear Beam-Truss Model. Journal of Building Engineering, 52. https://doi.org/10.1016/J.JOBE.2022.104424 | |
| dc.relation.references | Carrillo, J., Diaz, C., & Arteta, C. A. (2019). Tensile mechanical properties of the electro-welded wire meshes available in Bogotá, Colombia. Construction and Building Materials, 195, 352–362. https://doi.org/10.1016/J.CONBUILDMAT.2018.11.096 | |
| dc.relation.references | Carrillo, J., Lozano, H., & Arteta, C. (2021). Mechanical properties of steel reinforcing bars for concrete structures in central Colombia. Journal of Building Engineering, 33. https://doi.org/10.1016/J.JOBE.2020.101858 | |
| dc.relation.references | Carrillo, J., Oyarzo-Vera, C., & Blandón, C. (2019). Damage assessment of squat, thin and lightly-reinforced concrete walls by the Park & Ang damage index. Journal of Building Engineering, 26, 100921. https://doi.org/10.1016/J.JOBE.2019.100921 | |
| dc.relation.references | Carrillo, J. and Rincón, R., (2023). Modelo de estados límite para componentes estructurales: Reporte MNRS No. 004-2022. Bogotá: Prepared by the Colombian Association of Engineering Schools (ACOFI) for the Colombian Geological Survey (SGC). | |
| dc.relation.references | Chris D. Poland, J. H., Roland, L. S., Jeffrey, S., Structural Engineers Association of California, & California Office of Emergency Services. (1995). Vision 2000: performance based seismic engineering of buildings (Structural Engineers Association of California, Ed.). | |
| dc.relation.references | Echeverria, M. J., Jünemann, R., & Liel, A. B. (2022). Seismic fragility assessment of medium-rise fishbone-type reinforced concrete wall buildings. Journal of Building Engineering, 59, 105044. https://doi.org/10.1016/J.JOBE.2022.105044 | |
| dc.relation.references | Elnashai, A. S., & Di Sarno, L. (2008). Fundamentals of Earthquake Engineering. In Fundamentals of Earthquake Engineering. John Wiley & Sons, Ltd. https://doi.org/10.1002/9780470024867.CH2 | |
| dc.relation.references | Feliciano, D., Arroyo, O., Bonett, R., Carrillo, J., Arteta, C, Vidales, F. and Ocampo, J. (2023). The 2DMVLEM formulation as a tool for assessing RC wall buildings with non-planar walls: case study in Colombia. Proceedings of the 18th World Conference on Earthquake Engineering. | |
| dc.relation.references | FEMA-356. Federal Emergency Management Agency (FEMA) -356 Prestandard and commentary for seismic rehabilitation of buildings. In: California: Federal Emergency Management Agency; 2000. | |
| dc.relation.references | FEMA. (2012). Seismic Performance Assessment of Buildings, Methodology and Implementation, FEMA P-58. | |
| dc.relation.references | FEMA. (2018a). Development of Next Generation Performance-Based Seismic Design Procedures for New and Existing Buildings, FEMA P-58. https://femap58.atcouncil.org/2-uncategorised/1-home | |
| dc.relation.references | FEMA. (2018b). Seismic Performance Assessment of Buildings, Volume 5 - Expected Seismic Performance of Code-Conforming Buildings, FEMA P-58-5 (Vol. 5). www.ATCouncil.org | |
| dc.relation.references | Flores, C., Bazaez, R., Lopez, A., Flores, C., Bazaez, R., & Lopez, A. (2021). Influence of strong ground motion duration on reinforced concrete walls. Earthquakes and Structures, 21(5), 477. https://doi.org/10.12989/EAS.2021.21.5.477 | |
| dc.relation.references | Gogus, A., & Wallace, J. W. (2015). Seismic Safety Evaluation of Reinforced Concrete Walls through FEMA P695 Methodology. Journal of Structural Engineering, 141(10), 04015002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001221 | |
| dc.relation.references | Haghi, N., Epackachi, S., & Taghi Kazemi, M. (2020). Macro modeling of steel-concrete composite shear walls. Structures, 23, 383–406. https://doi.org/10.1016/J.ISTRUC.2019.10.018 | |
| dc.relation.references | Hassan, A. F., & Sozen, M. A. (1997). Seismic Vulnerability Assessment of Low-Rise Buildings in Regions with Infrequent Earthquakes. Structural Journal, 94(1), 31–39. https://doi.org/10.14359/458 | |
| dc.relation.references | Henry, R. S., Sritharan, S., & Ingham, J. M. (2016). Residual drift analyses of realistic self-centering concrete wall systems. Earthquake and Structures, 10(2), 409–428. https://doi.org/10.12989/EAS.2016.10.2.409 | |
| dc.relation.references | Heresi, P., & Miranda, E. (2020). Intensity Measures for Regional Seismic Risk Assessment of Low-Rise Wood-Frame Residential Construction. Journal of Structural Engineering, 147(1), 04020287. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002859 | |
| dc.relation.references | Hoult, R. D., & de Almeida, J. P. (2022). Residual displacements of reinforced concrete walls detailed with conventional steel and shape memory alloy rebars. Engineering Structures, 256, 114002. https://doi.org/10.1016/J.ENGSTRUCT.2022.114002 | |
| dc.relation.references | Hoult, R., Goldsworthy, H., & Lumantarna, E. (2019). Fragility functions for RC shear wall buildings in Australia. Earthquake Spectra, 55(1), 333–360. https://doi.org/10.1193/120717EQS251M | |
| dc.relation.references | Hube, M. A., María, H. S., Arroyo, O., Vargas, A., Almeida, J., & López, M. (2020). Seismic performance of squat thin reinforced concrete walls for low-rise constructions. Earthquake Spectra, 36(3), 1074–1095. https://doi.org/10.1177/8755293020906841 | |
| dc.relation.references | Jalayer, F., Ebrahimian, H., Miano, A., Manfredi, G., & Sezen, H. (2017). "Analytical fragility assessment using unscaled ground motion records." Earthquake Engineering & Structural Dynamics, 46(15), 2639-2663. [https://doi.org/10.1002/eqe.2922] | |
| dc.relation.references | Kassem, M. M., Mohamed Nazri, F., & Noroozinejad Farsangi, E. (2020). The seismic vulnerability assessment methodologies: A state-of-the-art review. Ain Shams Engineering Journal, 11(4), 849–864. https://doi.org/10.1016/J.ASEJ.2020.04.001 | |
| dc.relation.references | Kolozvari, K., Arteta, C., Fischinger, M., Gavridou, S., Hube, M., Isaković, T., Lowes, L., Orakcal, K., Vásquez, J., & Wallace, J. (2018). Comparative Study of State-of-the-Art Macroscopic Models for Planar Reinforced Concrete Walls. Structural Journal, 115(6), 1637–1657. https://doi.org/10.14359/51710835 | |
| dc.relation.references | Kolozvari, K., Kalbasi, K., Orakcal, K., & Wallace, J. (2021). Three-dimensional model for nonlinear analysis of slender flanged reinforced concrete walls. Engineering Structures, 236, 112105. https://doi.org/10.1016/J.ENGSTRUCT.2021.112105 | |
| dc.relation.references | Lee, T.-H., & Mosalam, K. M. (2006). Probabilistic Seismic Evaluation of Reinforced Concrete Structural Components and Systems (Issue PEER 2006/04). https://peer.berkeley.edu/publications/2006-04 | |
| dc.relation.references | Lignos, D. G., Asce, A. M., Kolios, D., Miranda, E., & Asce, M. (2010). Fragility Assessment of Reduced Beam Section Moment Connections. Journal of Structural Engineering, 136(9), 1140–1150. https://doi.org/10.1061/ASCEST.1943-541X.0000214 | |
| dc.relation.references | Magna-Verdugo, C., Hube, M., & Saitua, F. (2017). Analytical fragility curves of high-rise Reinforced Roncrete Rhear Wall buildings. 16th World Conference on Earthquake, 16WCEE 2017. | |
| dc.relation.references | Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical Stress-Strain model for Confined Concrete. | |
| dc.relation.references | Marafi, N. A., Makdisi, A. J., Eberhard, M. O., & Berman, J. W. (2019). Impacts of an M9 Cascadia Subduction Zone Earthquake and Seattle Basin on Performance of RC Core Wall Buildings. Journal of Structural Engineering, 146(2), 04019201. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002490 | |
| dc.relation.references | Martins, L., & Silva, V. (2021). Development of a fragility and vulnerability model for global seismic risk analyses. Bulletin of Earthquake Engineering, 19(15), 6719–6745. https://doi.org/10.1007/S10518-020-00885-1 | |
| dc.relation.references | Martins, L., Silva, V., Marques, M., Crowley, H., & Delgado, R. (2016). Development and assessment of damage-to-loss models for moment-frame reinforced concrete buildings. Earthquake Engineering & Structural Dynamics, 45(5), 797–817. https://doi.org/10.1002/EQE.2687 | |
| dc.relation.references | McCormick J, Aburano H, Ikenaga M, Nakashima M. Permissible residual deformation levels for building structures considering both safety and human elements. Paper presented at the Proceedings of the 14th world conference on earthquake engineering, Beijing, China; 2008. | |
| dc.relation.references | McKenna, F., Scott, M. H., & Fenves, G. L. (2010). Nonlinear Finite-Element Analysis Software Architecture Using Object Composition. Journal of Computing in Civil Engineering, 24(1), 95–107. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000002 | |
| dc.relation.references | Miranda-Giraldo, M., Zambrano, H., & Arteta, C. (2022). Calibración de modelos constitutivos para la simulación del comportamiento cíclico de las mallas electrosoldadas. X Congreso Nacional de Ingeniería Sísmica. https://www.researchgate.net/publication/360658556_Calibracion_de_modelos_constitutivos_para_la_simulacion_del_comportamiento_ciclico_de_las_mallas_electrosoldadas. | |
| dc.relation.references | Miranda, E., Aslani, H., and Taghavi, S. (2004). “Assessment of seismic performance in terms of economic losses.” Proceedings of an International Workshop on Performance-Based Seismic Design: Concepts and Implementation (pp. 149-160). Bled, Slovenia. | |
| dc.relation.references | Mitrani-Reiser, J. and Beck, J. (2007). An Ounce of Prevention: Probabilistic Loss Estimation for Performance-based Earthquake Engineering. Pasadena, CA: Department of Civil Engineering and Applied Mechanics, California Institute of Technology. | |
| dc.relation.references | Orakcal K. (2004). "Nonlinear Modeling and Analysis of Slender Reinforced Concrete Walls", PhD Dissertation, Department of Civil and Environmental Engineering, University of California, Los Angeles. | |
| dc.relation.references | Pájaro, C. and Arteta, C., (2022). Selección de acelerogramas: Reporte MNRS No. 004-2022. Bogotá: Prepared by the Colombian Association of Engineering Schools (ACOFI) for the Colombian Geological Survey (SGC). | |
| dc.relation.references | Pejovic, J., & Jankovic, S. (2016). Seismic fragility assessment for reinforced concrete high-rise buildings in Southern Euro-Mediterranean zone. Bulletin of Earthquake Engineering, 14(1), 185–212. https://doi.org/10.1007/S10518-015-9812-4/FIGURES/19 | |
| dc.relation.references | Porter, K., Kennedy, R., & Bachman, R. (2007). Creating fragility functions for performancebased earthquake engineering. Earthquake Spectra, 23(2), 471–489. https://doi.org/10.1193/1.2720892 | |
| dc.relation.references | Pozo, J. D., Hube, M. A., & Kurama, Y. C. (2020). Quantitative assessment of nonlinear macro-models for global behavior and design of planar RC walls. Engineering Structures, 224, 111190. https://doi.org/10.1016/J.ENGSTRUCT.2020.111190 | |
| dc.relation.references | Priestley, M. J. N., Calvi, G. M., & Kowalsky, M. J. (2007). Displacement-based seismic design of structures. IUSS Press. | |
| dc.relation.references | Quiroz, L. G., & Maruyama, Y. (2013). Comparison of numerical fragility curves for thin RC walls used in Lima, Peru considering variations of ground motion datasets. https://cris.ulima.edu.pe/en/publications/comparison-of-numerical-fragility-curves-for-thin-rc-walls-used-i | |
| dc.relation.references | Ramirez, C. M., & Miranda, E. (2009). Building-specific Loss Estimation methods and tools for simplified Performance-Based Earthquake Engineering [Stanford University]. | |
| dc.relation.references | Reyes, J.C., Peñaranda, D.A., Ceron, N., Mora, M., Guevara, J.A., Valenzuela, M.X., Rojas, D., 2025. A simplified replacement cost model for residential buildings located in developing countries: the case study of Colombia. Earthquake Spectra (in review) | |
| dc.relation.references | Rossetto, T., & Elnashai, A. (2003). Derivation of vulnerability functions for European-type RC structures based on observational data. Engineering Structures, 25(10), 1241–1263. https://doi.org/10.1016/S0141-0296(03)00060-9 | |
| dc.relation.references | Shahnazaryan, D., O’Reilly, G. J., & Monteiro, R. (2021). Story loss functions for seismic design and assessment: Development of tools and application. Earthquake Spectra, 37(4), 2813–2839. https://doi.org/10.1177/87552930211023523/ASSET/IMAGES/LARGE/10.1177_87552930211023523-FIG15.JPEG | |
| dc.relation.references | Shome, N., Jayaram, N., Krawinkler, H., & Rahnama, M. (2015). Loss estimation of tall buildings designed for the PEER tall building initiative project. Earthquake Spectra, 31(3), 1309–1336. https://doi.org/10.1193/121912EQS352M/ASSET/IMAGES/LARGE/10.1193_121912EQS352M-FIG14.JPEG | |
| dc.relation.references | Sommerville, P., & Porter, K. A. (2005). Hazard analysis. In M. C. Comerio (Ed.), PEER Testbed Study on a Laboratory Building: Exercising Seismic Performance Assessment (Issue PEER 2005/12). Pacific Earthquake Engineering Research Center, PEER. | |
| dc.relation.references | Sritharan, S., Beyer, K., Henry, R. S., Chai, Y. H., Kowalsky, M., & Bull, D. (2014). Understanding Poor Seismic Performance of Concrete Walls and Design Implications. Earthquake Spectra, 30(1), 307–334. https://doi.org/10.1193/021713EQS036M | |
| dc.relation.references | Structural Engineers Association of California (SEAOC). (1995). Vision 2000: PerformanceBased Seismic Engineering of Buildings. Structural Engineers Association of California | |
| dc.relation.references | Takahashi, S., Yoshida, K., Ichinose, T., Sanada, Y., Matsumoto, K., Fukuyama, H., & Suwada, H. (2013). Flexural Drift Capacity of Reinforced Concrete Wall with Limited Confinement. Structural Journal, 110(1), 95–104. https://doi.org/10.14359/51684333 | |
| dc.relation.references | Thomsen, J. H., & Wallace, J. W. (1995). Displacement-based design of reinforced concrete structural walls: An experimental investigation of walls with rectangular and T-shaped cross-sections (Report No. CU/CEE-95/06). Potsdam, NY: Department of Civil Engineering, Clarkson University. | |
| dc.relation.references | Tolou Kian, M. J., & Cruz-Noguez, C. (2018). Reinforced Concrete Shear Walls Detailed with Innovative Materials: Seismic Performance. Journal of Composites for Construction, 22(6), 04018052. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000893/ASSET/633E286D-2F6A-4714-9C6D-77F51B9D2432/ASSETS/IMAGES/LARGE/FIGURE19.JPG | |
| dc.relation.references | Ugalde, D., Parra, P. F., & Lopez-Garcia, D. (2019). Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling. Bulletin of Earthquake Engineering, 17(12), 6565–6589. https://doi.org/10.1007/S10518-019-00644-X/FIGURES/14 | |
| dc.relation.references | Universidad de Los Andes (2019). Vulnerabilidad Sísmica. (Capítulo 4). En Estudio del riesgo sísmico del Valle de Aburrá. Bogotá: Preparado por la Universidad de los Andes, para el Área Metropolitana del Valle de Aburrá. | |
| dc.relation.references | Valcárcel, J., Acevedo, A., Arteta, C., Mora, M., Reyes, J., Abuchar, V., Clavijo, A., Daza, J., Echeverry, J., & Gómez, D. (2021). Acuerdos de línea base y metodológica - Exposición: Reporte MNRS No. 003-2021. Bogotá: Preparado por la Asociación Colombiana de Facultades de Ingeniería (ACOFI) para el Servicio Geológico Colombiano (SGC). | |
| dc.relation.references | Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31(3), 491–514. https://doi.org/10.1002/eqe.141 | |
| dc.relation.references | Vamvatsikos, D., & Cornell, C. A. (2004). Applied Incremental Dynamic Analysis. Earthquake Spectra, 20(2), 523–553. https://doi.org/10.1193/1.1737737 | |
| dc.relation.references | Vidales Herrera, F. D., “Seismic-Structural Analysis Platform for Concrete Wall Buildings,” M.S. thesis, Maestría en Ingeniería Civil Mixta, Univ. de Medellín, Medellín, Colombia, 2024. | |
| dc.relation.references | Villar-Vega, M. (2014). Seismic Vulnerability Assessment for the Residential Building Stock in South America. Universidad EAFIT. | |
| dc.relation.references | Villar-Vega, M., Silva, V., Crowley, H., Yepes, C., Tarque, N., Acevedo, A. B., Hube, M. A., Gustavo, C. D., & María, H. S. (2017). Development of a fragility model for the residential building stock in South America. Earthquake Spectra, 33(2), 581–604. https://doi.org/10.1193/010716EQS005M | |
| dc.relation.references | Villegas Rangel, C. A. (2019). Análisis probabilístico de edificaciones de muros de concreto industrializados con bajo confinamiento. Universidad de Los Andes. https://repositorio.uniandes.edu.co/handle/1992/39517 | |
| dc.relation.references | Wallace, J. W., Massone, L. M., Bonelli, P., Dragovich, J., Lagos, R., Lüders, C., & Moehle, J. (2012). Damage and Implications for Seismic Design of RC Structural Wall Buildings. Earthquake Spectra, 28(SUPPL.1). https://doi.org/10.1193/1.4000047 | |
| dc.relation.references | Yamín Lacouture, L. E. (2016). Riesgo sísmico de edificaciones en términos de pérdidas económicas mediante integración de costos de reparación de componentes [Universitat Politècnica de Catalunya]. In TDX (Tesis Doctorals en Xarxa). https://doi.org/10.5821/DISSERTATION-2117-96210 | |
| dc.relation.references | Yamin, L. E., Hurtado, A., Rincon, R., Dorado, J. F., & Reyes, J. C. (2017). Probabilistic seismic vulnerability assessment of buildings in terms of economic losses. Engineering Structures, 138, 308–323. https://doi.org/10.1016/J.ENGSTRUCT.2017.02.013 | |
| dc.relation.references | Yepes-Estrada, C., Silva, V., Valcárcel, J., Acevedo, A. B., Tarque, N., Hube, M. A., Coronel, G., & María, H. S. (2017). Modeling the Residential Building Inventory in South America for Seismic Risk Assessment. Earthquake Spectra, 33(1), 299–322. https://doi.org/10.1193/101915EQS155DP | |
| dc.relation.references | Zapata-Escobar, A., Arroyo-Amell, O., & Bonett-Díaz, R. (2023, noviembre 1-4). Efecto de la modelación del sistema de piso en la respuesta inelástica de edificios de muros industrializados. Ponencia presentada en el XXIV Congreso Nacional de Ingeniería Sísmica “Hacia la resiliencia sísmica de México”, Guadalajara, Jalisco, México. Sociedad Mexicana de Ingeniería Sísmica A.C. | |
| dc.relation.references | Zhu, M., McKenna, F., & Scott, M. H. (2018). OpenSeesPy: Python library for the OpenSees finite element framework. SoftwareX, 7, 6-11. | |
| dc.rights.accessrights | info:eurepo/semantics/openAccess | |
| dc.rights.creativecommons | Attribution-NonCommercial-ShareAlike 4.0 International | * |
| dc.rights.uri | http://creativecommons.org/licenses/by-nc/4.0 | * |
| dc.subject.lemb | Amenaza sísmica - Colombia | |
| dc.subject.lemb | Diseño sismo resistente | |
| dc.subject.lemb | Ingeniería sísmica | |
| dc.subject.lemb | Muros de hormigón | |
| dc.subject.lemb | Prevención y protección frente a los sismos | |
| dc.subject.lemb | Riesgo sísmico - Colombia | |
| dc.subject.lemb | Vulnerabilidad sísmica | |
| dc.subject.lemb | Zonas de actividad sísmica - Colombia | |
| dc.title | Metodología para la generación de curvas de fragilidad: aplicación a edificios de muros industrializados | spa |
| dc.type | info:eu-repo/semantics/masterThesis | |
| dc.type.coar | http://purl.org/coar/resource_type/c_bdcc | |
| dc.type.hasversion | publishedVersion | |
| dc.type.hasversion | info:eu-repo/semantics/acceptedVersion | |
| dc.type.local | Tesis de Maestría | spa |
Archivos
Bloque original
1 - 1 de 1