Enseñanza del sismo en México de los días 19 y 20 de septiembre de 1985 (Influencia de las condiciones locales de los suelos en el riesgo sísmico)

Resumen

Palabras clave

riesgo sísmico, influencia de condiciones locales de los suelos.

Citas

1. Whitman R. V. y C. A. Cornell.- Capitulo IX del libro Seismic Risk and Engineering Decisions por C. Lomnitz y E. Rosenblueth.- Elsevier Scientific Publishing CompanY. (1976).
2. C. Lomnitz.- Global Tectonics and Earthquake Risk. Elsevier, 1974.
3. Esteva Luis.- Capitulo VI del libro Seismic Risk and Engineering Decisions por Lomnitz y E. Rosenblueth- Elsevier Scientific Publishing Company. (1976)III -6512,
4. Trigos José Luis.- Regionalización Sísmica.- Articulo preparado para Secretaria de Asentamientos Humanos y Obras Públicas.- (1975).
5. Wood, H.O. "Distribution of Apparent Intensity in San Francisco, in the California Earthquake of Abril 18, 1906 ". Report of the State Earthquake Investigation Lomission, Carnegie Institution of Washington, Washington, D.C.
6. Ohaaki, Y., 1969.- "Effects of Local Soil Conditions upon Earthquake Damage" Proc. Soil Dynamics Specialty Sessión, Int. Conf. SoilMech. and Foundation Engrg. Woodword Lundgren Assoc. Oakland,Calif. U. Luscher, ed.
7. Seed, H. Bolton, and Idriss, I. M."Influence of Soil Conditions on Ground Motions during Earthquakes: Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.95, Ng SM1, pp. 99 -137. Enero (1969).
8. Hizada, T., Nakagawa, K. e Izumi.-Normalized Acceleration Spectra for Earthquakes Recorded by Strong Motions Accelerographs and their Characteristics Related with Subsoil Conditions ", BRI Report Ns 2 ,Building Research Institute, Ministry of Construction, Tokyo, Japón, (1965).
9. Merino y Corchado, J. "El temblor del 28 de Julio de 1957" Anales del Instituto de Geofísica de la Universidad Nacional Autónoma de México. (1957).
10. Rosenblueth, E. "The Earthquake of 28 July 1957 in Mexico City ". Memorias de la 4. Conferencia Internacional de Ingeniería Sísmica, Japón, Volumen I. (1960).
11. Cloud, W. K. "Intensity Map and Structural Damage, Parkfiel.d, California, Earthquake of June 27,1966". Boletín de la Sociedad Sismológica de América. Vol. 57 Ng 67(1967)
12. Seed B., Whitman R., Houshang Dezfulian, Dobry R., Idriss I. M. - "Soil Conditions and Building Damage in 1967 Caracas Earthquake" Journal of the Soil Mechanics and Foundations Division. Proceedings of the American Society of Civil Engineers. (1972).
13. Omete, S. y S. Miyamura. "Relations between the Earthquake Damage and the Structure of Ground in Nagoya_ City, Bulletin of the Earthquake Research Institute, Universidad de Tokyo, (1951).
14. Idriss, I. M. Seed, H. B. "Response of Earth Banks During Earthquakes". Journal of the Soil Mechamica and Foundations Division, ASCE Vol. 93, NQ SM3, May, pp Sr82. (1967).
15. Retamal, Eugenio y Kausel, Edgar."Vibratory Compaction of the Soil and Tectonic Subsidence During the1960 Earthquake in Valdivia, Chile ". Proceedings, Fourth World Conference of Earthquake Engineering, Santiago, Chile, Enero, (1969).
16. Whitman, R. V., y Ortigosa, P.,"Densification of sand by vertic vibrations" Technical paper T68 5. Dept. of Civil Engrg, Massachússetts, Institute of Technology, Cambridge, Maasachussetts, (1968)7
17. Silver, M. L. y Seed, H. B., "The behavior of sands under seismic loading conditions. Report EERC 69 - 16 Earthq. Engrg. Res. Center Universidad de California, Berkeley, California, (1969).
18. Youd, T. L. "Densification andshear of sand during vibration". Proc. ASCE, 96 (SM3). 863 - 880. (1970).
19. Seed, H. B. e Idriss, I. M. "A simplified procedure for evaluating soil liquefaction potential ". Report EERC 70 - 9, Earthq. Engrg. Res. Center, Universidad de California, Berkeley, California. (1970b).
20. Ohsaki, Y., "Niigata earthquakes, 1964, building damage and condition Soil and Foundations ", 6 (27714 - 37 (1966).
21. Seed, H. B., and Lee, K. L. Liquafaction of saturated sands during_cyclic loading. Proc. ASCE, 92 (SM6): 105 - 134 (1966).

Cómo citar

Descargar cita

• Endnote/Zotero/Mendeley (RIS)
• BibTeX

Esta obra está bajo una licencia internacional Creative Commons Atribución 4.0.