Strong Model for Systems of Pipes with Different Excitation in Its Supports
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Abstract
In this document a method of dynamic analysis of systems of pipes with different movements in the ends sets out, taking the phantom from answer corresponding to each one of the supports, which consist of the use of the consistent masses or distributed and to compare it with the method of the discreet or concentrated masses as normally it is made, in both models the phantom of answer in each one of the different supports is used, in this last one are not preservative, as it is possible to be noticed in the table of results of the considered problem. Therefore, the usual practice to consider the discreet or concentrated masses will not be a recommendable solution and the use of consistent masses sets out or distributed and in addition it is become attached but to the reality.
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ASME (American Society of Mechanical Engineers), Section III, Nuclear Power Plant Components, Division1; Subsection NF Component Supports. 2002 Edition
J. Aviles & L.E. Perez-Rocha “Effects of foundation embedment during building-soil interaction”. Earthquake Engineering and Structural Dynamics. Vol. 27, pp. 1523-1540, 1998.
G. Falsone, G. Muscolino & G. Ricciardi “Stochastic Response of Combined Primary-Secondary Structures Ander Seismic input”. Earthquake Engineering and Structural Dynamics. Vol. 21, pp. 927-943, 1992.
J. S. Przemieniecki “Theory of Matrix Structural Analysis”. Mc Graw-Hill. pp. 150-163 y 278-287, 1985.
M. P. Singh & L. E. Suarez “Seismic Response Analysis of Structure-Equipment Systems with Non-Classical Damping Effects”. Earthquake Engineering and Structural Dynamics. Vol. 15, pp. 871-888, 1987.
M. P. Singh & L. E. Suarez “Floor Response Spectra with Structure-Equipment Interaction Effects by a Mode Syntheis Approach”. Earthquake Engineering and Structural Dynamics. Vol. 15, pp.141-158, 1987.
G. Falsone, G. Muscolino & G. Ricciardi “Combined Dynamic Response of Primary and Multiply Connected Cascaded Secondary Subsystems”. Earthquake Engineering and Structural Dynamics. Vol. 20, pp 749-767, 1991.
G. Falsone, G. Muscolino & G. Ricciardi Falsone “Stochastic Response of Combined Primary-Secondary Structures Ander Seismic input”. Earthquake Engineering and Structural Dynamics. Vol. 21, pp. 927-943, 1992.
A. Asfura, A. Der Kiureghian “Floor Response Spectrum Method for Seismic Analysis of Multiply Supported Secondary Systems”. Earthquake Engineering and Structural Dynamics. Vol. 14, pp. 245-265, 1986.
T. Ingham, J. Sackman "Some Methods for the Analysis of Equipment Structures Interaction". Earthquake Engineering and Structural Dynamics. Vol.12, pp. 583-601, 1984.
Manual de diseño de obras civiles “DISEÑO POR SISMO” Comisión Federal de Electricidad. Instituto de Investigaciones Eléctricas. Edición 2008.
A. Luévanos “Análisis Sísmico-Dinámico de Sistemas de Tuberías con Excitaciones Múltiple en sus Apoyos”. Tesis para optar al grado de doctor. Facultad de Ingenieria, Ciencias y Arquitectura de la Universidad Juárez del Estado de Durango, Gómez Palacio, Durango, México. 2009.
J. D. Jaramillo “Evaluación aproximada de la aceleración absoluta para una forma modal en sistemas de múltiples grados de libertad”. Revista de Ingeniería Sísmica. Vol. 69, pp. 73-92, 2003.
J. M. Goicolea “Análisis Sísmico de Estructuras: Dinámica Estructural”. Depto. Mecánica de Medios Continuos y Teoría de Estructuras. Universidad Politécnica Madrid 2003.
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