Issue 47

V. Alecci et alii, Frattura ed Integrità Strutturale, 47 (2019) 161-167; DOI: 10.3221/IGF-ESIS.47.13 168 [12] Puppio, M. L. Pellegrino, M. Giresini, L. Sassu, M. (2017). Effect of Material Variability and Mechanical Eccentricity on the Seismic Vulnerability Assessment of Reinforced Concrete Buildings, Buildings, 7(66). DOI:10.3390/buildings7030066. MDPI. [13] Bonannini E., Cinotti, M. Puppio, M. L. Sassu, M. (2017). Seismic response of a stock of social housings in Italy with R.C. and masonry materials, Advances in Engineering Research (AER), Second International Conference on Mechanics, Materials and Structural Engineering (ICMMSE 2017). Atlantis Press (102 – 285). [14] Libeskind, D. (2014). La linea del fuoco – scritti, disegni, machine, Macerata, Quodlibet s.r.l. [15] Zevi, B. and De Sessa, D. (1996). Zaha Hadid – Eleganze dissonanti (1st Ed.), Torino, Testo e Immagine s.r.l. [16] Betsky, A. (1998). Zaha Hadid - The Complete Buildings and Projects, London, Thames and Hudson. [17] Friedman, M. (2000). Frank O. Gehry – architettura + sviluppo, New York, Rizzoli International Publication Inc. [18] Fajfar, P. Marusic, D. and Perus, I. (2005). The extension of the N2 method to asymmetric buildings, Proceedings of the 4th European workshop on the seismic behavior of irregular and complex structures, cd-rom, Thessaloniki, Greece. [19] Bhatt, C. and Bento, R. (2012). Comparison of Nonlinear Static Methods for the Seismic Assessment of Plan Irregular Frame Buildings with Non Seismic Details, Journal of Earthquake Engineering, 16, pp. 15-39. [20] Bosco, M. Ghersi, A. Marino, E.M. and Rossi, P.P. (2013). Comparison of nonlinear static methods for the assessment of asymmetric buildings, Bulletin of earthquake Engineering, 11(6), pp. 2287–2308. [21] De Stefano, M. and Pintucchi, B. (2010). Predicting torsion-induced lateral displacements for pushover analysis: influence of torsional system characteristics, Earthquake Engineering and Structural Dynamics, 39(12), pp. 1369- 1394. [22] Ghersi, A. Marino, E.M. and Rossi, P.P. (2007). Static versus modal analysis: influence on inelastic response of multi- storey asymmetric buildings, Bulletin of earthquake Engineering, 5(4), pp. 511–532.