Articles
Methodology for the construction of vulnerability functions and matrices of probability of seismic damage in armed concrete bridges
Published 2006-11-21
Keywords
- Bridges,
- Vulnerability Functions,
- Damage Probability Matrices,
- Seismic Damage
How to Cite
Chio Cho, G., & Maldonado Rondón, E. (2006). Methodology for the construction of vulnerability functions and matrices of probability of seismic damage in armed concrete bridges. Revista UIS Ingenierías, 5(2), 189–204. Retrieved from https://revistas.uis.edu.co/index.php/revistauisingenierias/article/view/1730
Abstract
In the presence of the event of bridges collapse for seismic action, it is important to take into account some tools which allow predicting their performance. Speaking of which, this work has the purpose to set up a methodology for the construction of vulnerability functions and damage probability matrices for reinforced concrete bridges. The methodology embodies the evaluation of a vulnerability index through a built model in which the opinion f experts was considered, and relates it with a damage index, through the appliance of the model proposed by Park and Ang. For this, the inventory of the bridges in existence in the city of Bucaramanga was done, and with this information a data base was built and this made easier the appliance of this methodology. In this way, preliminary functions were built and with these, the expected damages were evaluated before different seismic events.
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References
Maldonado E. (2000). Metodología para la evaluacíón de la vulnerabilidad sísmica de puentes. TesisDoctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Maldonado E. (2002). "Aplícación de los conjuntos difusos en la evolución de los parámetros de la vulnerabilidad sísmica de puentes", Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. Vol. 18, No.2, pp. 209-226.
Park, Y. J, YAng, A.H-S., (1985) a)."Mechanistic Seismic Damage Model for Reinforced Concrete", Journal of Strnctural Engiaeering, ASCE, Vol. 111, No.4, pp722-739.
Park, Y. J., Ang, A.H-S., yWen, y. K.,(1985)
(h)."Seismic Damage Analysis of Reinforced Concrete Buildings", Journal of Structural Engineering, ASCE, Vol. 111,No. 4, pp 740-757.
Park, A. Reinhorn, S. Kunnath, N. (1988). "Modelíng of RJC building structures with flexible floor diaphragms (lOARC-2D)", Technical Report NCEER-88-0035,BuJralo: Nalional Cemer for Earthqueke Engineeríng Research, State University of New York at BuJralo.
Vaz, C. T y Bairrao, R. (1996). "Quantification of Behavior Coefficients for Curved RCBridge". Eleventh World Conference on Earthquake Engineering, 11WCEE, México,1557.
Miranda, E.(1993) "Evaluation of seismic design críteria for high way bridges". Earthquake Spectral, Vol.9,No.2,pp.233-250.
Miranda,E(1996). "Assessl 11 ent of the Seismic Vulnerabilíty of Existing Buildings". Eleventh World Conference on Earthquake Engineering, 11WCEE, México,513.
ATC-13 (1985). Earthquake Damage Evaluation Data for Calífornia, Applied Technology Council, California.
ATC-25 (1991). Seismic Vulnerability and Impact of Disruption of Life lines in the Conterminous United States, Applíed Technology Council, Calífornia.
Xueshen, J. y Shul11ing, F.(1995). "The Definition of Vulnerability Matrixes for Transportation Systems", Proceedingos the Fifth International Conference on Seismic Zonation, pp.101-108,Nice, Francia.
Mullen, C. L. y A. S. Cakmak (1997). "Seismic fragility of existing conventional reinforced concrete high way bridges".National Center for Earthquake Engineering Research. Technical Report NCEER-97-0017.
Shinozuka, M.(1998) "Development of bridge fragility curves". Proccedings of the U.S.-Halian Works shopon Seismic Evaluation and Retrofit. Multidisciplinary Center of Earthquake Engineering Research. Technical Report MCEER-98-0015, State Universily of New York at BuJralo.
Yépez, M. F. (1996). Metodología para la Evaluación de la Vulnerabilidad y Riesgo Sísmico de Estructuras Aplicando Técnicas de Simulación. Memoria de Tesis Doctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Jiménez, J.(2002). Vulnerabilidad Sismica de las Edificaciones de la Ciudad de Cuenca Mediante Técnicas de Simulación. Tesis de Maestría, Escuela Politécnica Nacional, Quito, Ecuador.
Mena, U (2002). Evaluación del Riesgo Sísmico en Zonas Urbanas. TesisDoctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Bonnet, R. (2003). Vulnerabilidad y Riesgo Sísmico de Edificios. Aplicación a Entornos Urbanos En Zonas de Amenaza Alta y Moderada. Tesis Doctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Castillo, A.(2005). Seismic risk scenarios for buildings in Mérida, Venezuela. Detailed vulnerability assess ment for non-engineered housing. Tesis Doctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Park, Y. A.,Ang, Y. Wen, (1984). "Seismic Damage Analysis and Damage Limiting Desing afRoC. buildings", Civil Engineering studies structural research series No.516, University of Illinoisat urbana-Chanpaign, lllinois, ASCE, Vol.]]I, No.4,pp 740-757.
J Park, Y. J.,Ang, A.H-S., y Wen, y. K.,(1987). "Damage-Limiting Aseisl11ic Design of Buldings", Earth quake spectra, Vol. 3 No.1, pp 1-25.
Bahrenberg, M. E. y Routch, DA (1988). "Evaluation of seismic design procedures for highway bridges", Joumal of Structural Divisions, ASCE, 114, No.7 ,1588-1605.
Subdirección de Amenazas Geoal11bientales, lNGEOMINAS (2001). Zonificación Sismogeotécnic Indicativa del Área Metropolitana de Bucaramanga, Bogota, Colombia.
ldriss I. y Joseph I. Sun,(1992). SHAKE91, Program for Conducting Equivalent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits. Department of Civil & Environ Olental Engineering, University of California.
Ortiz P y Rúgueles M,(2001). Inventario de los Puentes Carreteables del Área Metropolitana de Bucaramanga, Trabajo Final de Carrera, Escuela de Ingeniería Civil, Universidad Industrial de Santander, Bucaramanga, Colombia.
AmadoL y Martinez C,(2002). Estimación del Índice de Daño de los Puentes del Área Metropolitana de Bucaramanga, Trabajo Final de Carrera, Escuela de Ingeniería Civil, Universidad Industrial de Santander, Bucaramanga, Colombia.
Ciampoli, M.(1994). "Upgrading R/Cbridges for seismicriskr eduction", Prooceedings of the 10th European Conference on Eartbquake Engineering, Vol. 3, pp. 2009-2214, Vienna, Austria.
Reinhom, A. M., Simeonov, V. K, Reichman Y, (1997). IDARC- BRIDGE. A Program for Three-Dimensional Non linear Inelastic Analysis of Bridge. State University of NewY ork at Buffalo.
Basoz, N. y A. Kiremidjian (1995). "Use of Geographic Information Systems for bridge prioritization", Proceeding of the 10th European Conference on Seismic Zonation, Vol.l, pp.17-24, Nice, Francia.
Basoz, N. y A. Kiremidjian,(1997). "Evaluation of bridge damage data from recent earthquakes", Bulletin NCEER, Vol.ll, No2, pp.I-7.
Basoz, N. y A. Kiremidjian (1998). "Evaluation of bridge damage data from the Loma Prieta and Northridge, California Earthquakes", Multidisciplinary Centre of Earthquake Engineering Research. Technical Report MCEER-98-0004.
Maldonado E. (2002). "Aplícación de los conjuntos difusos en la evolución de los parámetros de la vulnerabilidad sísmica de puentes", Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. Vol. 18, No.2, pp. 209-226.
Park, Y. J, YAng, A.H-S., (1985) a)."Mechanistic Seismic Damage Model for Reinforced Concrete", Journal of Strnctural Engiaeering, ASCE, Vol. 111, No.4, pp722-739.
Park, Y. J., Ang, A.H-S., yWen, y. K.,(1985)
(h)."Seismic Damage Analysis of Reinforced Concrete Buildings", Journal of Structural Engineering, ASCE, Vol. 111,No. 4, pp 740-757.
Park, A. Reinhorn, S. Kunnath, N. (1988). "Modelíng of RJC building structures with flexible floor diaphragms (lOARC-2D)", Technical Report NCEER-88-0035,BuJralo: Nalional Cemer for Earthqueke Engineeríng Research, State University of New York at BuJralo.
Vaz, C. T y Bairrao, R. (1996). "Quantification of Behavior Coefficients for Curved RCBridge". Eleventh World Conference on Earthquake Engineering, 11WCEE, México,1557.
Miranda, E.(1993) "Evaluation of seismic design críteria for high way bridges". Earthquake Spectral, Vol.9,No.2,pp.233-250.
Miranda,E(1996). "Assessl 11 ent of the Seismic Vulnerabilíty of Existing Buildings". Eleventh World Conference on Earthquake Engineering, 11WCEE, México,513.
ATC-13 (1985). Earthquake Damage Evaluation Data for Calífornia, Applied Technology Council, California.
ATC-25 (1991). Seismic Vulnerability and Impact of Disruption of Life lines in the Conterminous United States, Applíed Technology Council, Calífornia.
Xueshen, J. y Shul11ing, F.(1995). "The Definition of Vulnerability Matrixes for Transportation Systems", Proceedingos the Fifth International Conference on Seismic Zonation, pp.101-108,Nice, Francia.
Mullen, C. L. y A. S. Cakmak (1997). "Seismic fragility of existing conventional reinforced concrete high way bridges".National Center for Earthquake Engineering Research. Technical Report NCEER-97-0017.
Shinozuka, M.(1998) "Development of bridge fragility curves". Proccedings of the U.S.-Halian Works shopon Seismic Evaluation and Retrofit. Multidisciplinary Center of Earthquake Engineering Research. Technical Report MCEER-98-0015, State Universily of New York at BuJralo.
Yépez, M. F. (1996). Metodología para la Evaluación de la Vulnerabilidad y Riesgo Sísmico de Estructuras Aplicando Técnicas de Simulación. Memoria de Tesis Doctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Jiménez, J.(2002). Vulnerabilidad Sismica de las Edificaciones de la Ciudad de Cuenca Mediante Técnicas de Simulación. Tesis de Maestría, Escuela Politécnica Nacional, Quito, Ecuador.
Mena, U (2002). Evaluación del Riesgo Sísmico en Zonas Urbanas. TesisDoctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Bonnet, R. (2003). Vulnerabilidad y Riesgo Sísmico de Edificios. Aplicación a Entornos Urbanos En Zonas de Amenaza Alta y Moderada. Tesis Doctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Castillo, A.(2005). Seismic risk scenarios for buildings in Mérida, Venezuela. Detailed vulnerability assess ment for non-engineered housing. Tesis Doctoral, Universidad Politécnica de Cataluña, Barcelona, España.
Park, Y. A.,Ang, Y. Wen, (1984). "Seismic Damage Analysis and Damage Limiting Desing afRoC. buildings", Civil Engineering studies structural research series No.516, University of Illinoisat urbana-Chanpaign, lllinois, ASCE, Vol.]]I, No.4,pp 740-757.
J Park, Y. J.,Ang, A.H-S., y Wen, y. K.,(1987). "Damage-Limiting Aseisl11ic Design of Buldings", Earth quake spectra, Vol. 3 No.1, pp 1-25.
Bahrenberg, M. E. y Routch, DA (1988). "Evaluation of seismic design procedures for highway bridges", Joumal of Structural Divisions, ASCE, 114, No.7 ,1588-1605.
Subdirección de Amenazas Geoal11bientales, lNGEOMINAS (2001). Zonificación Sismogeotécnic Indicativa del Área Metropolitana de Bucaramanga, Bogota, Colombia.
ldriss I. y Joseph I. Sun,(1992). SHAKE91, Program for Conducting Equivalent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits. Department of Civil & Environ Olental Engineering, University of California.
Ortiz P y Rúgueles M,(2001). Inventario de los Puentes Carreteables del Área Metropolitana de Bucaramanga, Trabajo Final de Carrera, Escuela de Ingeniería Civil, Universidad Industrial de Santander, Bucaramanga, Colombia.
AmadoL y Martinez C,(2002). Estimación del Índice de Daño de los Puentes del Área Metropolitana de Bucaramanga, Trabajo Final de Carrera, Escuela de Ingeniería Civil, Universidad Industrial de Santander, Bucaramanga, Colombia.
Ciampoli, M.(1994). "Upgrading R/Cbridges for seismicriskr eduction", Prooceedings of the 10th European Conference on Eartbquake Engineering, Vol. 3, pp. 2009-2214, Vienna, Austria.
Reinhom, A. M., Simeonov, V. K, Reichman Y, (1997). IDARC- BRIDGE. A Program for Three-Dimensional Non linear Inelastic Analysis of Bridge. State University of NewY ork at Buffalo.
Basoz, N. y A. Kiremidjian (1995). "Use of Geographic Information Systems for bridge prioritization", Proceeding of the 10th European Conference on Seismic Zonation, Vol.l, pp.17-24, Nice, Francia.
Basoz, N. y A. Kiremidjian,(1997). "Evaluation of bridge damage data from recent earthquakes", Bulletin NCEER, Vol.ll, No2, pp.I-7.
Basoz, N. y A. Kiremidjian (1998). "Evaluation of bridge damage data from the Loma Prieta and Northridge, California Earthquakes", Multidisciplinary Centre of Earthquake Engineering Research. Technical Report MCEER-98-0004.