يعرض 1 - 10 نتائج من 17 نتيجة بحث عن '"efectos topográficos"', وقت الاستعلام: 0.89s تنقيح النتائج
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    دورية أكاديمية
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    كتاب
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    كتاب
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    دورية أكاديمية

    المصدر: Revista Sul-americana de Engenharia Estrutural, 2007, vol. 14, no. 2, p. 1-20.

    وصف الملف: application/pdf

    العلاقة: http://seer.upf.br/index.php/rsaee/article/view/6677/4440Test; Wittwer, Adrián Roberto, et al., 2017. Estudio experimental de las características del viento incidente sobre estructuras en caso de terrenos complejos. Revista Sul-americana de Engenharia Estrutural. Passo Fundo: Universidade de Passo Fundo. Associação Sul Americana de Engenharia Estrutural, vol. 14, no. 2, p. 1-20. ISSN 2316-2457.; http://repositorio.unne.edu.ar/handle/123456789/27775Test

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    دورية أكاديمية
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    رسالة جامعية

    المؤلفون: Garzón Cubides, Johan Camilo

    المساهمون: Rodríguez Granados, Edgar Eduardo

    جغرافية الموضوع: Bogotá, Colombia

    وصف الملف: 124 páginas; application/pdf

    العلاقة: RedCol; LaReferencia; AIS (2010). Reglamento Colombiano de Construcción Sismo Resistente NSR – 10. Asociación Colombiana de Ingeniería Sísmica.; Ansal, A. (2004). Recent advances in earthquake geotechnical engineering and microzonation Vol. 1. Springer.; Arias, A. (1969). A measure of earthquake intensity in seismic design for nuclear power plants. Massachusetts Institute of Technology Press. Cambridge.; Clough, Ray. Penzien, Joseph. (1975) Dynamics of structures. McGraw Hill Book Company.; Carreño, E. Bravo, B. Suarez, A y Tordesillas, J.M. (1999) Registro y tratamiento de acelerogramas. Física de la tierra. Instituto Geográfico Nacional.; Dickenson, S. E. (1994). Dynamic response of soft and deep cohesive soils during the Loma Prieta earthquake of October 17, 1989. Ph.D. thesis, Univ. of California, Berkeley, CA.; Bardet J.P, Ichii, K. and Lin C.H. (2000), A Computer Program for Equivalent-linear Earthquake site Response Analyses of Layered Soil Deposits (EERA). University of Southern California.; Erdik, M. and Durukal, E. (2003). Simulation Modelling of Strong Ground Motion. In Earthquake Engineering Handbook, Chen and Scawthorn, Editors, CRC Press LLC; Fondo de Prevención y Atención de Emergencia (2010). Zonificación de la respuesta sísmica de Bogotá para el diseño sismo resistente de edificaciones, Vol.1. Bogotá D.C, Colombia.; Gonzalez-Hurtado J., Newson T. and Tyldesley M. (2014). Determination of rigidity index for a shallow foundation on a carbonate clay till. 2014th Canadian Geotechnical Society Conferences. GEO. Regina 2014. Regina, Saskatchewan, Canada.; Guo-Quan Wang. Guo-Qing Tang. David M. Boore, G. Van Ness Burbach. Caesar R. Jackson. Xi-Yuan Zhou and Qing-Liang Lin. (2006). Surface Waves in the Western Taiwan Coastal Plain from an Aftershock of the 1999 Chi-Chi, Taiwan, Earthquake. Bulletin of the Seismological Society of America, Vol. 96, No. 3, pp. 821–845.; Hartzell, S. H. (1978). Earthquake aftershocks as Green's functions. Geophysical Research Letters, 53:1425-1436; Hashash, Y.M.A., Musgrove, M.I., Harmon, J.A., Okan, I., Xing, G., Numanoglu, O., Groholski, D.R., Phillips, C.A., and Park, D. (2020) “DEEPSOIL 7.0, User Manual”. Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign.; Hudson, M., Idriss, I. M. y Beikae, M., (1994). QUAD 4M. A computer program to evaluate the seismic response of soil structures using finite element procedures and incorporating a compliant base. University of California.; Hudson, D, E. (1979). Reading and interpreting strong motion accelerograms. Earthquake Engineering Research Institute. Pasadena, California.; Jibson, R. (1987). "Summary of Research on the Effects of Topographic Amplification of Earthquake Shaking on Slope Stability", U.S. Geological survey Open-File Report 87-268, Menlo Park, California, U.S.A.; Kramer S. L. (1996). Geotechnical earthquake engineering. Prentice-Hall civil engineering and engineering mechanics series.; Kokusho, T. (1987). In-situ dynamic soil properties and their evaluations, Proc. 8th Asian Regional Conf. Soil Mech. Found. Engg., Vol. 2, pp. 215–240.; Lysmer J and Kuhlemeyer RL. (1969). Finite Dynamic Model for Infinite Media. Journal of the Engineering Mechanics Division. 95(4): 859‒878.; MIDAS GTS NX (2014), Midas Soft, V2.1, Windows.; MDOC (2015). Manual de diseño de Obras Civiles, Comisión Federal de Electricidad, México.; Paolucci, R. (1989), "Il Metoda PseudoSpettrale nella Soluzione di Problemi di Calcolo della Risposta Sismica Locale" Thesis for the Degree of Civil Engineering,Technical University of Milan, Milan, Italy.; Rajneesh Kumar (2015). Effect of phase-lags on Rayleigh wave propagation in thermoelastic medium with mass diffusion. Emerald Group Publishing Limited.; Reinoso, E. y Lermo J. (1991). "Periodos del suelo medidos en el valle de México durante sismos y con vibración ambiental", IX Congreso Nacional de Ingeniería Sísmica, Manzanillo, México, Vol 2, 149-156.; Rodríguez Granados, E. E., Sánchez Salinas, M. Á. y Sainea Vargas, C. J., (2013). Metodología para la respuesta dinámica del subsuelo en la Microzonificación sísmica de la ciudad de Tunja. III Seminario internacional de ingeniería sísmica y geotecnia.; Sarria Alberto (1975). Periodos de vibración de edificios de Bogotá. Primeras Jornadas Estructurales. Sociedad Colombiana de Ingenieros, Bogotá – Colombia.; Sarria Alberto (1995). Ingeniería Sísmica. Ediciones Uniandes, Segunda Edición.; Seed, Harry and Idriss I. M. (1970). Soil Moduli and Damping Factors for Dinamic Response Analysis. University of California, Berkeley, Report 70-10.; Seed, H. B. and Alonso, G. (1974). "Effects of Soil Structure Interaction in the Caracas Earthquake of 1967", Proceedings, First Venezuelan Conference on Seismology and Earthquake Engineering, October.; Seed, H.B., Ugas, C. and Lysmer, J. (1976). Site-dependent Spectra for Earthquake-resistant Design. Bulletin of the Seismological Society of America. 66(1), 221-243.; Seed, H. B. and Idriss, I. M. (1984). Ground Motions and Soil Liquefaction during Earthquake, Earthquake Engineering Research Institute, Berkeley.; Seed, R. B., Dickenson, S. E., Riemer, M. F. Bray, J, D., Sitar, N., Mitchell, J. K., Idriss, I. M. Kayen, R. E., Kropp, A., Harder, Jr., L. F. and Power, M.S. (1990) "Preliminary Report] on the Principal Geotechnical Aspects of the October 17,1989 Lorna Prieta Earthquake," Report. No. UCB/EERC-90/05, Earthquake Engineering; Research Center, University of California, Berkeley, April, 137 pp.; Singh S. K., Lermo J., Domínguez T., Ordaz M., Espinosa J. M., Mena E. y Quaas R. (1988). "A study of amplification of seismic waves in the Valley of Mexico with respect to a hill zone site", Earthquake Spectra, Vol 4, 653-673.; Stokoe, K.H.II., Darendeli, M.B., Menq, F.Y., Choi, W.K., (2004). Comparison of the linear and nonlinear dynamic properties of gravels, sands, silts and clays. In: Proc., 11th ICSDEE and the 3rd ICEGE, Berkeley, USA, 1, 1–4.; Towhata I. I. (2008). ”Geotechnical Earthquake Engineering”. Springer Series in Geomechanics and Geoengineering; Taboada, V. M., Cruz, D., and Barrera, P. (2013). “Predictive equations of shear wave velocity for Bay of Campeche clay.” Offshore Technology Conf. (OTC), OTC, Houston.; Vargas C. (2008). Análisis de la Respuesta Sísmica del Depósito de Suelos en Bogotá con base en la información registrada en la RASB para el sismo de Quetame de 2008. Tesis de grado Maestría en Ingeniería Civil, Pontificia Universidad Javeriana Bogotá.; Vargas C. (2011). Análisis de la respuesta sísmica del depósito de suelos en Bogotá con base en la información registrada en la RASB.; Vucetic, M. and Dobry, R. (1991). “Effect of soil plasticity on cyclic response.” Journal of Geotechnical Engineering, 117(1), 89–107.; Whitman, Robert (1973). Stress-Strain Behavior of soils During Dynamic loads. I Seminario Internacional sobre Ingenieria Sísmica. Universidad de los Andes, Bogotá Colombia.; Yoshida N. (2015). Seismic Ground Response Analysis. Series on Geotechnical, Geological and Earthquake Engineering, Volume 36. Springer.; Zen, K., Umehara, Y. and Hamada, K. (1978). Laboratory tests and in-situ seismic survey on vibratory shear modulus of clayey soils with different plasticities. Proceedings, Fifth Japan Earthquake Engineering Syposium, Tokio.; Zhenning B, Jianwen L., Yanju Z. (2017). Diffraction of SH-waves by topographic features in a layered transversely isotropic half-space. National Natural Science Foundation of China under Grant Nos.; https://repositorio.unal.edu.co/handle/unal/81762Test; Universidad Nacional de Colombia; Repositorio Institucional Universidad Nacional de Colombia; https://repositorio.unal.edu.coTest/

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    المساهمون: Christian Alexander Martinez-Guerrero, Vergara, Juan, Sierra, Cesar, Saenz Mario, Jaramillo, Juan, Gomez, Juan, Vicerrectoría de Descubrimiento y Creación

    وصف الملف: application/htm

    العلاقة: Construction of rational models for topographic effects and size-conditioned-response-spectra; http://hdl.handle.net/10784/29259Test; https://doi.org/10.1016/j.soildyn.2020.106432Test; https://www.youtube.com/embed/U9WPf6iQcI0Test; http://hdl.handle.net/10784/30296Test

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    كتاب
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    المصدر: Revista Sul-americana de Engenharia Estrutural, 2007, vol. 14, no. 2, p. 1-20.
    Repositorio Institucional de la Universidad Nacional del Nordeste (UNNE)
    Universidad Nacional del Nordeste
    instacron:UNNE

    وصف الملف: application/pdf