The Physical Models
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-30218-4_1
Reference24 articles.
1. Ammann OH, von Kármán T, Woodruff GB (1941) The failure of the Tacoma Narrows Bridge. Federal Works Agency
2. Augusti G, Sepe V (2001) A “deformable section” model for the dynamics of suspension bridges. Part I: model and linear response. Wind Struct 4:1–18
3. Bartoli G, Spinelli P (1993) The stochastic differential calculus for the determination of structural response under wind. J Wind Eng Ind Aerodyn 48:175–188
4. Benci V, Fortunato D, Gazzola F (2017) Existence of torsional solitons in a beam model of suspension bridge. Arch Ration Mech Anal 226:559–585
5. Berchio E, Gazzola F (2015) A qualitative explanation of the origin of torsional instability in suspension bridges. Nonlinear Anal TMA 121:54–72
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