Estimation of base motion in instrumented steel buildings using output-only system identificationLIGNOS, Dimitrios G; MIRANDA, Eduardo.Earthquake engineering & structural dynamics. 2014, Vol 43, Num 4, pp 547-563, issn 0098-8847, 17 p.Article

Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment framesELKADY, Ahmed; LIGNOS, Dimitrios G.Earthquake engineering & structural dynamics. 2014, Vol 43, Num 13, pp 1935-1954, issn 0098-8847, 20 p.Article

A simplified method for collapse capacity assessment of moment-resisting frame and shear wall structural systemsSHAFEI, Behrouz; ZAREIAN, Farzin; LIGNOS, Dimitrios G et al.Engineering structures. 2011, Vol 33, Num 4, pp 1107-1116, issn 0141-0296, 10 p.Article

An efficient method for estimating the collapse risk of structures in seismic regionsEADS, Laura; MIRANDA, Eduardo; KRAWINKLER, Helmut et al.Earthquake engineering & structural dynamics. 2013, Vol 42, Num 1, pp 25-41, issn 0098-8847, 17 p.Article

Fragility functions for pre-Northridge welded steel moment-resisting beam-to-column connectionsRAMIREZ, Caries M; LIGNOS, Dimitrios G; MIRANDA, Eduardo et al.Engineering structures. 2012, Vol 45, pp 574-584, issn 0141-0296, 11 p.Article

Development of fragility functions as a damage classification/ prediction method for steel moment-resisting frames using a wavelet-based damage sensitive featureYOUNG NOH, Hae; LIGNOS, Dimitrios G; KRISHNAN NAIR, K et al.Earthquake engineering & structural dynamics. 2012, Vol 41, Num 4, pp 681-696, issn 0098-8847, 16 p.Article

Damage to Steel Buildings Observed after the 2011 Tohoku-Old EarthquakeOKAZAKI, Taichiro; LIGNOS, Dimitrios G; MIDORIKAWA, Mitsumasa et al.Earthquake spectra. 2013, Vol 29, issn 8755-2930, S219-S243, SUP1Article