PSI - Issue 78

Simona Coccia et al. / Procedia Structural Integrity 78 (2026) 1318–1325

1325

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Characteristics of observed peak amplitude for strong ground motion from the 1995 Hyogoken Nanbu (Kobe) earthquake. Bulletin of the Seismological Society of America, 90(3), 545-565. Goto, H., Morikawa, H. 2012. Ground motion characteristics during the 2011 off the Pacific coast of Tohoku earthquake.Soils and Foundations, 52 (5), 769-779. Housner, G. W., 1963. The behavior of inverted pendulum structures during earthquakes. Bulletin of the seismological society of America, 53(2), 403-417. Indirli, M., S. Kouris, L. A., Formisano, A., Borg, R. P., Mazzolani, F. M., 2013. Seismic damage assessment of unreinforced masonry structures after the Abruzzo 2009 earthquake: The case study of the historical centers of L'Aquila and Castelvecchio Subequo. International Journal of Architectural Heritage, 7(5), 536-578. 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