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vol.40 número3EVALUACIÓN DE LAS REGLAS DE COMBINACIÓN ANTES DOS COMPONENTES SÍSMICOS HORIZONTALES Y VERTICALLOCALIZACIÓN DE PROBABLES ASPEREZAS EN EL OCCIDENTE VENEZOLANO, MEDIANTE TIEMPOS MÍNIMOS DE RECURRENCIA LOCAL índice de autoresíndice de materiabúsqueda de artículos
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Boletín Técnico

versión impresa ISSN 0376-723X

Resumen

GARCES, F.; GENATIOS, C.; LAFUENTE, M.  y  MEBARKI, A.. READJUSTMENT OF STIFFNESS AND FLEXIBILITY MATRICES OF FRAMED BUILDING. IMME [online]. 2002, vol.40, n.3, pp.19-26. ISSN 0376-723X.

ABSTRACT     This article presents two methodologies for the identification of stiffness and flexibility matrices of framed building under shear behavior. Both methods require an initial (theoretical) value of the characteristic matrices, to be adjusted. They also require an experimental (real) modal frequency and its eigenvector.     The mathematical formulae are presented. A four-story framed building is analyzed. Its initial stiffness are changed in order to represent seismic damage. Obtained results are exact, showing precision of both methodologies.

Palabras clave : Stiffness; frequency; modal shape; flexibility; identification; seismic damage.

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