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Pérdidas esperadas, en edificios, causadas por terremotos

Autor: Grases Galofre, José.
Tema(s):
Resumen: In: Centro Regional de Sismología para América del Sur (CERESIS). Memoria de la reunión general del Programa para la Mitigación de los Efectos de los Terremotos en la Región Andina (Proyecto SISRA). Lima, Centro Regional de Sismología para América del Sur (CERESIS), 1985. Presentado en: Simposio sobre el Peligro y Riesgo Sísmico y Volcá nico en América del Sur; San Juan, 24-28 sept. 1984. This paper summarizes an algorithm which has been preapred for calculating direct losses due to building damage as a result of ground shaking; for purposes of validation it has been applied to the building population affected by the 1967 Caracas EQ. Its main contribution is directed towards the three following points: I)the development of a general procedure for the calculation of EQ losses, substitutive of those based in the well known damage probability matrices, which are of limited value in the case of multistory buildings; II)The possibility of calculating expected losses in a single building as well as in a large population of them made up of different types, heights, strengths, dates of construction and soil conditions; and III)The identification of critical situations that may be the origin of catastrophic losses in urban areas. The paper is divided in two parts: the first which is a description of the algorithm (section 2), and the second in which the results of its application to the 1967 Caracas EQ are given (section 3)(AU).
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In: Centro Regional de Sismología para América del Sur (CERESIS). Memoria de la reunión general del Programa para la Mitigación de los Efectos de los Terremotos en la Región Andina (Proyecto SISRA). Lima, Centro Regional de Sismología para América del Sur (CERESIS), 1985. Presentado en: Simposio sobre el Peligro y Riesgo Sísmico y Volcá nico en América del Sur; San Juan, 24-28 sept. 1984. This paper summarizes an algorithm which has been preapred for calculating direct losses due to building damage as a result of ground shaking; for purposes of validation it has been applied to the building population affected by the 1967 Caracas EQ. Its main contribution is directed towards the three following points: I)the development of a general procedure for the calculation of EQ losses, substitutive of those based in the well known damage probability matrices, which are of limited value in the case of multistory buildings; II)The possibility of calculating expected losses in a single building as well as in a large population of them made up of different types, heights, strengths, dates of construction and soil conditions; and III)The identification of critical situations that may be the origin of catastrophic losses in urban areas. The paper is divided in two parts: the first which is a description of the algorithm (section 2), and the second in which the results of its application to the 1967 Caracas EQ are given (section 3)(AU).

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