PSI - Issue 78

Danilo D’Angela et al. / Procedia Structural Integrity 78 (2026) 1617–1624

1624

CESMD, 2017. Center for Engineering Strong Motion Data [WWW Document]. URL www.strongmotioncenter.org. Download on October 31st 2017 Chai, J.-F., Chien, T.-C., Lin, F.-R., Lin, Z.-Y., Wang, J.-X., Hwang, J.-S., 2016. Seismic rehabilitation objectives and a simplified seismic evaluation and design programme for medical equipment in hospitals. BNZSEE 49, 13 – 21. https://doi.org/10.5459/bnzsee.49.1.13-21 Chen, W., Wang, J., Dai, K., Hassanein, M.F., Sharbati, R., 2025a. Seismic rocking fragility analysis of unanchored nonstructural components under combined horizontal and vertical near-fault ground motions. Journal of Building Engineering 107, 112645. https://doi.org/10.1016/j.jobe.2025.112645 Chen, W., Wang, J., Dai, K., Hassanein, M.F., Sharbati, R., 2025b. Seismic rocking fragility analysis of unanchored nonstructural components under combined horizontal and vertical near-fault ground motions. Journal of Building Engineering 107, 112645. https://doi.org/10.1016/j.jobe.2025.112645 D’Angela, D., Contento, A., Kampas, G., Magliulo, G., 2025. Seismic Response of Rocking -Dominated Nonstructural Elements: A Comprehensive Review. Journal of Earthquake Engineering 1 – 33. https://doi.org/10.1080/13632469.2025.2525911 D’Angela, D., Magliulo, G., 2025. Methodological guidance and quantitative measures regarding seismic capacity and safety of freestanding and inelastic anchored nonstructural elements housed in ordinary and critical facilities. Reliability Engineering & System Safety 260, 111029. https://doi.org/10.1016/j.ress.2025.111029 D’Angela, D., Magliulo, G., Cosenza, E., 2022. Incremental dynamic analysis of rigid blocks subjected to ground and floor mot ions and shake table protocol inputs. BNZSEE 55, 64 – 79. https://doi.org/10.5459/bnzsee.55.2.64-79 D’Angela, D., Magliulo, G., Cosenza, E., 2021. Seismic damage assessment of unanchored nonstructural components taking into account the building response. Structural Safety 93, 102126. https://doi.org/10.1016/j.strusafe.2021.102126 Degli Abbati, S., Cattari, S., Lagomarsino, S., 2021. Validation of displacement-based procedures for rocking assessment of cantilever masonry elements. Structures 33, 3397 – 3416. https://doi.org/10.1016/j.istruc.2021.04.102 Diamantopoulos, S., Fragiadakis, M., 2019. Seismic response assessment of rocking systems using single degree‐of‐freedom osci llators. Earthq Engng Struct Dyn 48, 689 – 708. https://doi.org/10.1002/eqe.3157 Dimitrakopoulos, E.G., Paraskeva, T.S., 2015. Dimensionless fragility curves for rocking response to near-fault excitations. Earthquake Engineering & Structural Dynamics 44, 2015 – 2033. https://doi.org/10.1002/eqe.2571 Fragiadakis, M., Diamantopoulos, S., 2020. Fragility and risk assessment of freestanding building contents. Earthq Engng Struct Dyn 49, 1028 – 1048. https://doi.org/10.1002/eqe.3276 Guamán-Cabrera, J., De La Llera, J.C., Mery, D., 2023. Seismic performance assessment of medical equipment using experimentally validated rolling and toppling nonlinear models. Earthquake Spectra 39, 1810 – 1836. https://doi.org/10.1177/87552930231180904 Housner, G.W., 1963. The behavior of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America 53, 403 – 417. https://doi.org/10.1785/bssa0530020403 Ishiyama, Y., 1982. Motions of rigid bodies and criteria for overturning by earthquake excitations. Earthq Engng Struct Dyn 10, 635 – 650. https://doi.org/10.1002/eqe.4290100502 Lagomarsino, S., 2015. Seismic assessment of rocking masonry structures. Bull Earthquake Eng 13, 97 – 128. https://doi.org/10.1007/s10518-014 9609-x Linde, S.A., Konstantinidis, D., Tait, M.J., 2020. Rocking Response of Unanchored Building Contents Considering Horizontal and Vertical Excitation. J. Struct. Eng. 146, 04020175. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002735 Petrone, C., Di Sarno, L., Magliulo, G., Cosenza, E., 2017. Numerical modelling and fragility assessment of typical freestanding building contents. Bull Earthquake Eng 15, 1609 – 1633. https://doi.org/10.1007/s10518-016-0034-1 Porter, K., Kennedy, R., Bachman, R., 2007. Creating Fragility Functions for Performance-Based Earthquake Engineering. Earthquake Spectra 23, 471 – 489. https://doi.org/10.1193/1.2720892 Priestley, M.J.N., Evison, R.J., Carr, A.J., 1978. Seismic response of structures free to rock on their foundations. BNZSEE 11, 141 – 150. https://doi.org/10.5459/bnzsee.11.3.141-150 Shinozuka, M., Feng, M.Q., Lee, J., Naganuma, T., 2000. Statistical Analysis of Fragility Curves. J. Eng. Mech. 126, 1224 – 1231. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1224) Yim, C., Chopra, A.K., Penzien, J., 1980. Rocking response of rigid blocks to earthquakes. Earthq Engng Struct Dyn 8, 565 – 587. https://doi.org/10.1002/eqe.4290080606