A fundamental issue that arises in the framework of probabilistic seismic risk analysis is the choice of ground motion intensity measures (IMs). A new structure-specific IM, namely, relative average spectral acceleration (ASAR), is being proposed herein, and a comparison with current IMs is performed based on (1) a large data set of recorded earthquake signals; (2) numerical analyses conducted with state-of-the-art finite element (FE) models, representing actual load-bearing walls and frame structures, and validated against experimental test; and (3) systematic statistical analyses of the results.
Biasio, M., Atkinson, G., Dufour, F., Allain, F., Lazar, I. A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior,
Earthquake Enginering Reserch, 2014, с. 1403-1426.
Biasio, M., Atkinson, G., Dufour, F., Allain, F., Lazar, I. .
A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior.
: Earthquake Enginering Reserch, 2014, с. 1403-1426.
Biasio, M., Atkinson, G., Dufour, F., Allain, F., Lazar, I. (2014)
A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior,
: Earthquake Enginering Reserch, с. 1403-1426
Biasio, M.,
Atkinson, G.,
Dufour, F.,
Allain, F., &
Lazar, I.
(2014).
A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior. Earthquake spectra. Earthquake Enginering Reserch 30 (4), с. 1403-1426.
