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., Allain, F., Atkinson, G., Dufour, F., Lazar, I. A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior. Earthquake Enginering Reserch, 2014 с. 1403-1426,.
Biasio, M., Allain, F., Atkinson, G., Dufour, F., Lazar, I. A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior. Earthquake Enginering Reserch, 2014 с. 1403-1426,.
Biasio, M., Allain, F., Atkinson, G., Dufour, F., Lazar, I. (2014) A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior, Earthquake Enginering Reserch с. 1403-1426,.
Biasio, M., Allain, F., Atkinson, G., Dufour, F., & Lazar, I. (2014). A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior. Earthquake Enginering Reserch, с. 1403-1426.
Biasio M, Allain F, Atkinson G, Dufour F, Lazar I. A Simple and Efficient Intensity Measure to Account for Nonlinear Structural Behavior. Earthquake Enginering Reserch; 2014. p. с. 1403-1426.
