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A.Abdulridha et alii, Frattura ed Integrità Strutturale, XX (20YY) qq-rr; DOI: 10.3221/IGF-ESIS.tt.uu

[23] Palmer, K. D., Roeder, C. W., Lehman, D. E., Okazaki, T. and Shield, C. (2012). Experimental performance of steel braced frames subjected to bidirectional loading. Journal of Structural Engineering, 139(8), pp. 1274–1284. DOI: https://doi.org/10.1061/ (asce) st.1943-541x.0000624. [24] Miyamoto, H. K., Gilani, A. S. J. and Wada, A. (2010). Viscous damper limit states and collapse analysis of steel frame buildings with dampers. Tokyo Tech Research Repository (Tokyo Institute of Technology), 5, pp. 3793–3802. http://t2r2.star.titech.ac.jp/cgi-in/publicationinfo.cgi?q_publication_content_number=CTT100617259

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