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Showing 1 to 4 of 4 for “"FEMA P695"”.

  1. Sensitivity Study on Modification of Vertical Distribution of Strength and Stiffness in Wood Shear Wall Building Models

    … wood-frame shear wall buildings. In the prior FEMA P695 studies of these buildings, the non-simulated collapse limit-state was exceeded primarily in the first story. This observation raised interest in quantifying the influence of varying strength from story to story on seismic response. In …

    vt Repository record for Sensitivity Study on Modification of Vertical Distribution of Strength and Stiffness in Wood Shear Wall Building Models (opens in a new tab)

  2. Efecto de la sobrerresistencia y el nivel de ductilidad sobre la probabilidad de falla ante la ocurrencia de sismos

    … de ductilidad, siguiendo la metodología de FEMA P695 (llámese Metodología). Cada uno de ellos se sometió a un set de 18 registros sísmicos de alta intensidad ocurridos en Chile utilizando el algoritmo de un Análisis Dinámico Incremental (IDA, por sus iniciales en inglés). Finalmente, se …

    chile Repository record for Efecto de la sobrerresistencia y el nivel de ductilidad sobre la probabilidad de falla ante la ocurrencia de sismos (opens in a new tab)

  3. Computational and Experimental Study on the Behavior of Diaphragms in Steel Buildings

    … margin ratios for all buildings satisfied the FEMA P695 criteria for acceptance. Therefore, it is concluded that the alternative diaphragm design procedure with the proposed Rs values (Rs = 2 for concrete-filled steel deck diaphragm and Rs = 2.5 for bare steel deck diaphragm) are reasonable for …

    vt Repository record for Computational and Experimental Study on the Behavior of Diaphragms in Steel Buildings (opens in a new tab)