Diseño de estructuras con sistema de amortiguamiento viscoso lineal
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ISSN: 1680-8894
E-ISSN: 2219-6714
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Artículos
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Enviado:
Jun 28, 2016
Resumen
El diseño sísmico propuesto en la nueva versión del Reglamento Estructural Panameño REP-14, está basado en la normativa estadounidense ASCE 7-05. Esta normativa, además de los procedimientos tradicionales de diseño, incluye metodologías y técnicas que permiten equipar los edificios con tecnología de punta, como fuente alterna para la disipación de energía sísmica. En este artículo se compara el diseño sísmico de un edificio de concreto reforzado de seis pisos utilizando una estructura convencional, respecto al mismo edificio con una estructura reducida y con un sistema de amortiguadores viscosos lineales, diseñados según el ASCE-7-05, para rendir el mismo nivel de desempeño. Se evalúa la respuesta de desplazamiento global, y se compara el costo del sistema lateral de ambos modelos.
Palabras clave
Fotosíntesis, Carbono, Capacidad estomática, Radiación Fotosintéticamente Activa (PAR), Punto de compensación, Concentración intra-celular, Cerro Pelado Gamboa.Descargas
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Cómo citar
Candanedo, F., Miranda, C., Cedeño, R., Lozada, R., & Ramírez, Óscar. (1). Diseño de estructuras con sistema de amortiguamiento viscoso lineal. I+D Tecnológico, 11(1), 26-34. Recuperado a partir de https://revistas.utp.ac.pa/index.php/id-tecnologico/article/view/15
Citas
(1) ational Earthquake Hazard Reduction Program, ""NEHRP Recomended Provisions for Seismic Regulations for New Buildings and Other Structures, Federal Emergency Management Angency, Report No FEMA 450, Washington, D.C., 2003.
(2) ASCE 7-05, «Minimun Design Loads for Buildings and Other Structures,» American Society of Civil Engineers, Reston, Virgina, 2005.
(3) O. M. Ramirez, M. C. Constantinou, C. A. Kircher, A. S. Whittaker,
M. W. Johnson, J. D. Gomez y C. Z. Chrysostomou, «Development and evaluation of simplified Procedures for Analysis and Design of Buildings with Passive Energy Dissipation Systems,» Technical Report MCEER-00-0010. State University of New York at Buffalo, Buffalo,N.Y. December 8, 2000.
(4) FEMA, «Federal Emergency Management Agency, NEHRP Guideline for the Seismic Rehabilitation od Seismic of Buildings and NEHRP Commentary on The Guideline for The Seismic
Rehabilitation of Building,» Reports No. FEMA-273 and FEMA- 274, Washington, D.C, 1997.[
(5) S. A. Freeman, J. P. Nicoletti and J. V. Tyrell, "Evaluation of Existing Buildings for Seismic Risk- A Case of Puget Sound Naval Shipyard, Bremerton, Washington.," in Proccedings of the First
U.S. National Conference of Earthquake Engineering, Engineering Reseach Institute, Oakland, California, 1975.
(6) S. Freeman, "Prediction of Response of Concrete Buildings to Severe Earthquake Motion," in Douglas McHenryInternational Symposium on Concrete and Concrete Structures, Detroit, Michigan, American Concrete Institute, 1978, pp. 589-606.
(7) O. M. Ramirez, M. C. Constantinou, C. A. Kircher , A. S. Whittaker,
M. W. Johnson, J. D. Gomez and C. Z. Chrysostomou, "Evaluation of Simplified Methods of Analysis of Yielding Structures with Damping Systems. Earthquake Engineering Institute," Earthquake Spectra, vol. 18, no. 3, pp. 501-530, Agosto 2002.
(8) O. M. Ramirez, M. C. Constantinou, C. A. Kircher, A. S. Whittaker,
M. W. Johnson, J. D. Gomez and C. Z. Chrysostomou, "Elastic and Inelastic Response Buildings with Damping Systems," Earthquake Spectra, vol. 18, no. 3, pp. 531-547, Agosto 2002.
(9) A. S. Whittaker, M. C. Constantinou, O. M. Ramirez, M. W. Johnson and C. Z. Chrysostomou, "Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems," Earthquake Spectra, vol. 19, no. 4, pp. 959-980, November 2003
(10) O. M. Ramirez, M. C. Constantinou, C. A. Kircher, A. S. Whittaker,
M. W. Johnson, J. D. Gomez y C. Z. Chrysostomou, «Validation of the 2000 NEHRP Provisions Lateral Force and Modal Analysis Procedures for Buildings with Damping Systems,» Earthquake Spectra, vol. 19, nº 4, pp. 981-999, November 2003.
(11) REP-2014, Reglamento Estructural Panameño, Junta Técnica de Ingeniería y Arquitectura, Comisión Permanente del Reglamento Estructural Panameño, Panamá, 2014.
(12) CSi, Computers & Structures Inc., "SAP 2000 V.15, Estructural and Earthquake Engineering Software," California, 2011.
(13) ACI 318-08, «Requisitos de Reglamento Para Concreto Estructural y Comentarios,» American Concrete Institute, Farmington Hills, Michigan , 2008.
(2) ASCE 7-05, «Minimun Design Loads for Buildings and Other Structures,» American Society of Civil Engineers, Reston, Virgina, 2005.
(3) O. M. Ramirez, M. C. Constantinou, C. A. Kircher, A. S. Whittaker,
M. W. Johnson, J. D. Gomez y C. Z. Chrysostomou, «Development and evaluation of simplified Procedures for Analysis and Design of Buildings with Passive Energy Dissipation Systems,» Technical Report MCEER-00-0010. State University of New York at Buffalo, Buffalo,N.Y. December 8, 2000.
(4) FEMA, «Federal Emergency Management Agency, NEHRP Guideline for the Seismic Rehabilitation od Seismic of Buildings and NEHRP Commentary on The Guideline for The Seismic
Rehabilitation of Building,» Reports No. FEMA-273 and FEMA- 274, Washington, D.C, 1997.[
(5) S. A. Freeman, J. P. Nicoletti and J. V. Tyrell, "Evaluation of Existing Buildings for Seismic Risk- A Case of Puget Sound Naval Shipyard, Bremerton, Washington.," in Proccedings of the First
U.S. National Conference of Earthquake Engineering, Engineering Reseach Institute, Oakland, California, 1975.
(6) S. Freeman, "Prediction of Response of Concrete Buildings to Severe Earthquake Motion," in Douglas McHenryInternational Symposium on Concrete and Concrete Structures, Detroit, Michigan, American Concrete Institute, 1978, pp. 589-606.
(7) O. M. Ramirez, M. C. Constantinou, C. A. Kircher , A. S. Whittaker,
M. W. Johnson, J. D. Gomez and C. Z. Chrysostomou, "Evaluation of Simplified Methods of Analysis of Yielding Structures with Damping Systems. Earthquake Engineering Institute," Earthquake Spectra, vol. 18, no. 3, pp. 501-530, Agosto 2002.
(8) O. M. Ramirez, M. C. Constantinou, C. A. Kircher, A. S. Whittaker,
M. W. Johnson, J. D. Gomez and C. Z. Chrysostomou, "Elastic and Inelastic Response Buildings with Damping Systems," Earthquake Spectra, vol. 18, no. 3, pp. 531-547, Agosto 2002.
(9) A. S. Whittaker, M. C. Constantinou, O. M. Ramirez, M. W. Johnson and C. Z. Chrysostomou, "Equivalent Lateral Force and Modal Analysis Procedures of the 2000 NEHRP Provisions for Buildings with Damping Systems," Earthquake Spectra, vol. 19, no. 4, pp. 959-980, November 2003
(10) O. M. Ramirez, M. C. Constantinou, C. A. Kircher, A. S. Whittaker,
M. W. Johnson, J. D. Gomez y C. Z. Chrysostomou, «Validation of the 2000 NEHRP Provisions Lateral Force and Modal Analysis Procedures for Buildings with Damping Systems,» Earthquake Spectra, vol. 19, nº 4, pp. 981-999, November 2003.
(11) REP-2014, Reglamento Estructural Panameño, Junta Técnica de Ingeniería y Arquitectura, Comisión Permanente del Reglamento Estructural Panameño, Panamá, 2014.
(12) CSi, Computers & Structures Inc., "SAP 2000 V.15, Estructural and Earthquake Engineering Software," California, 2011.
(13) ACI 318-08, «Requisitos de Reglamento Para Concreto Estructural y Comentarios,» American Concrete Institute, Farmington Hills, Michigan , 2008.