Detalles del análisis sísmico de edificaciones construidas con paneles
DOI:
https://doi.org/10.29019/enfoqueute.v7n2.100Palabras clave:
terremoto, edificio, resistencia sísmica, espectros de respuesta no linealResumen
Se han analizado las exigencias normativas de diferentes países de Europa, EEUU, CEI, Canadá, en cuanto a los códigos que garantizan la seguridad de edificios y estructuras ante terremotos. Se propone una metodología basada en la respuesta espectral no elástica de edificios, que permite considerar el comportamiento no lineal de las estructuras, en la elaboración de los requerimientos de Eurocode 8. Se presenta un informe de los cálculos de desplazamiento de edificios de hormigón entramados y no entramados, realizados aplicando esta metodología.
Descargas
Los datos de descarga aún no están disponibles.
Referencias
A framework for performance-based design. (1995). Vision 2000. SEAOC [1995]. Vol. I-III. Sacramento. Structural Engineers Association of California.
Aizenberg Ya. M. (1981). The systems state spectra with degrading stiffness and their use to assess the buildings seismic response. Express-information VNIIIS. Series 14. Earthquake resistant construction, 6, 24–29.
Ashkinadze, G. N. & Sokolova M.Ye. (Eds.). (1988). The reinforced concrete walls of earthquake resistant buildings: Researches and fundamentals of design: USSR–Greece. Мoskow: Stroyizdat.
Babik, K. N. (2008). Assessment of buildings, facilities and structures seismic safety using theory of risk. Extended abstract of candidate’s thesis. Kiev, Ukraine.
Chopra, A. K. (2005). Earthquake dynamics of structures. Second Edition. Berkeley: University of California.
Construction in seismic regions of Ukraine. (2006). DBN В.1.1–12:2006 from 2d of January 2007. Kiev: State building codes.
Eurocode 8: Design of Structures for Earthquake Resistance. (2004). Part 1: General Rules, Seismic Actions and Rules for Buildings. EN 1998-1, CEN, Brussels. Comité Européen de Normalisation.
Freeman, S. A. (1978). Prediction of Response of Concrete Buildings to Severe Earthquake Motion. Douglas McHenry International Symposium on Concrete Structures, SP-55. American Concrete Institute, Detroit, Michigan, 589–605.
Itskov, I. Ye. & Khegay, V. D. (1984). The vibration testing of 5-storey block building. Express-information: Seismic resistant construction, 11–14.
NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings. (1997a). FEMA 274. Washington, D.C. Federal Emergency Management Agency.
NEHRP Guidelines for the Seismic Rehabilitation of Buildings (1997b). FEMA 273. Washington, D.C. Federal Emergency Management Agency.
Nemchynov, Yu, Khavkin, A., Maryenkov, N., Babik, K. (2012). Design procedure of seismic structures with assigned category of plasticity taking into account the requirements of european standards (EN 1998-1). Proceedings of 15 World Conference on Earthquake Engineering. Lisboa, Portugal, paper №2189.
Nemchynov, Yu. I., Khavkin, A. K., Maryenkov, N. G., Babik, K. N. & Gonchar, V. V. (2011) To justify the methodology of reinforced concrete buildings calculation at seismic loading on the basis of inelastic response spectra. Building structures : Construction in seismic regions of Ukraine, 74, 571–585.
Nemchynov, Yu. I., Khavkin, A. K., Maryenkov, N. G., Zolotarev, I. G., Kukunaev, V. S., Dorofeyev, V.S. & Egupov, K. V. (2010) Conditions and tasks to insure the seismic safety and further development of earthquake resistant construction in Ukraine. Building structures : Construction in seismic regions of Ukraine, 73, 8-34.
Nemchynov, Yu.I. (2008). Earthquake resistance of buildings and facilities. Kiev, Ukraine: IC Gydimenko S.V.
Newmark, N. M. & Hall, W.J. (1982). Earthquake spectra and design, Earthquake Engineering Research Center. Institute Berkeley, California.
Peter, K. & Badoux, M. (2000) Application of the Capacity Spectrum Method to R.C. Buildings with Bearing Walls. Proceedings of 12 World Conference on Earthquake Engineering, Auckland, New Zealand: paper №0609.
Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineers (ASCE) (2000). FEMA 356, Washington, D.C. Federal Emergency Management Agency.
Protection against dangerous geological processes, dangerous operation influence and fire. Scale of seismic intensity. (2011). DSTU-Н Б В.1.1-28:2010 from 23d of December 2010. Kiev: State building codes: National standard of Ukraine.
Seismic Building Design Code. (2011). SP 14.13330.2011 from 5th of May 2011. Moskow: Set of rules.
Seismic Evaluation and Retrofit of Concrete Buildings (1996). ATC-40. Volume 1 and 2. Applied Technology Council. Report No. SSC 96-01. Seismic Safety Commission, Redwood City, CA.
Structural Engineering Design Provisions. (1997). UBC–1997. Volume 2. International Conference of Building Officials. California: Uniform Building Code.
Uzdin, A. M. & Sandovich, T. A. (1993). The fundamentals of the theory on earthquake resistance and earthquake resistant construction of buildings and facilities. Saint-Petersburg, Russia: Vedeneyev VNIIG.
Zolotkov, A.S. (2000). The monolithic buildings earthquake resistance. Kishineu, Republica Moldova: Kartya Moldovey.
Aizenberg Ya. M. (1981). The systems state spectra with degrading stiffness and their use to assess the buildings seismic response. Express-information VNIIIS. Series 14. Earthquake resistant construction, 6, 24–29.
Ashkinadze, G. N. & Sokolova M.Ye. (Eds.). (1988). The reinforced concrete walls of earthquake resistant buildings: Researches and fundamentals of design: USSR–Greece. Мoskow: Stroyizdat.
Babik, K. N. (2008). Assessment of buildings, facilities and structures seismic safety using theory of risk. Extended abstract of candidate’s thesis. Kiev, Ukraine.
Chopra, A. K. (2005). Earthquake dynamics of structures. Second Edition. Berkeley: University of California.
Construction in seismic regions of Ukraine. (2006). DBN В.1.1–12:2006 from 2d of January 2007. Kiev: State building codes.
Eurocode 8: Design of Structures for Earthquake Resistance. (2004). Part 1: General Rules, Seismic Actions and Rules for Buildings. EN 1998-1, CEN, Brussels. Comité Européen de Normalisation.
Freeman, S. A. (1978). Prediction of Response of Concrete Buildings to Severe Earthquake Motion. Douglas McHenry International Symposium on Concrete Structures, SP-55. American Concrete Institute, Detroit, Michigan, 589–605.
Itskov, I. Ye. & Khegay, V. D. (1984). The vibration testing of 5-storey block building. Express-information: Seismic resistant construction, 11–14.
NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings. (1997a). FEMA 274. Washington, D.C. Federal Emergency Management Agency.
NEHRP Guidelines for the Seismic Rehabilitation of Buildings (1997b). FEMA 273. Washington, D.C. Federal Emergency Management Agency.
Nemchynov, Yu, Khavkin, A., Maryenkov, N., Babik, K. (2012). Design procedure of seismic structures with assigned category of plasticity taking into account the requirements of european standards (EN 1998-1). Proceedings of 15 World Conference on Earthquake Engineering. Lisboa, Portugal, paper №2189.
Nemchynov, Yu. I., Khavkin, A. K., Maryenkov, N. G., Babik, K. N. & Gonchar, V. V. (2011) To justify the methodology of reinforced concrete buildings calculation at seismic loading on the basis of inelastic response spectra. Building structures : Construction in seismic regions of Ukraine, 74, 571–585.
Nemchynov, Yu. I., Khavkin, A. K., Maryenkov, N. G., Zolotarev, I. G., Kukunaev, V. S., Dorofeyev, V.S. & Egupov, K. V. (2010) Conditions and tasks to insure the seismic safety and further development of earthquake resistant construction in Ukraine. Building structures : Construction in seismic regions of Ukraine, 73, 8-34.
Nemchynov, Yu.I. (2008). Earthquake resistance of buildings and facilities. Kiev, Ukraine: IC Gydimenko S.V.
Newmark, N. M. & Hall, W.J. (1982). Earthquake spectra and design, Earthquake Engineering Research Center. Institute Berkeley, California.
Peter, K. & Badoux, M. (2000) Application of the Capacity Spectrum Method to R.C. Buildings with Bearing Walls. Proceedings of 12 World Conference on Earthquake Engineering, Auckland, New Zealand: paper №0609.
Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineers (ASCE) (2000). FEMA 356, Washington, D.C. Federal Emergency Management Agency.
Protection against dangerous geological processes, dangerous operation influence and fire. Scale of seismic intensity. (2011). DSTU-Н Б В.1.1-28:2010 from 23d of December 2010. Kiev: State building codes: National standard of Ukraine.
Seismic Building Design Code. (2011). SP 14.13330.2011 from 5th of May 2011. Moskow: Set of rules.
Seismic Evaluation and Retrofit of Concrete Buildings (1996). ATC-40. Volume 1 and 2. Applied Technology Council. Report No. SSC 96-01. Seismic Safety Commission, Redwood City, CA.
Structural Engineering Design Provisions. (1997). UBC–1997. Volume 2. International Conference of Building Officials. California: Uniform Building Code.
Uzdin, A. M. & Sandovich, T. A. (1993). The fundamentals of the theory on earthquake resistance and earthquake resistant construction of buildings and facilities. Saint-Petersburg, Russia: Vedeneyev VNIIG.
Zolotkov, A.S. (2000). The monolithic buildings earthquake resistance. Kishineu, Republica Moldova: Kartya Moldovey.
Descargas
Publicado
2016-06-30
Número
Sección
Misceláneos
Licencia
Los autores retienen todos sus derechos (© copyright).
- Los autores retienen sus derechos de marca y patente, y también sobre cualquier proceso o procedimiento descrito en el artículo.
- Los autores retienen el derecho de compartir, copiar, distribuir, ejecutar y comunicar públicamente el artículo publicado en Enfoque UTE (por ejemplo, colocarlo en un repositorio institucional o publicarlo en un libro), siempre que se dé el reconocimiento de su publicación inicial en la revista Enfoque UTE.
- Los autores retienen el derecho a hacer una posterior publicación de su trabajo, de utilizar el artículo o cualquier parte de aquel (por ejemplo: una compilación de sus trabajos, notas para conferencias, tesis, o para un libro), siempre que indiquen la fuente de publicación (autores del trabajo, revista, volumen, número y fecha).
Cómo citar
Detalles del análisis sísmico de edificaciones construidas con paneles. (2016). Enfoque UTE, 7(2), pp. 120 - 134. https://doi.org/10.29019/enfoqueute.v7n2.100
