000727384 000__ 02668cam\a2200445Ii\4500 000727384 001__ 727384 000727384 005__ 20230306140815.0 000727384 006__ m\\\\\o\\d\\\\\\\\ 000727384 007__ cr\cn\nnnunnun 000727384 008__ 150601s2015\\\\sz\a\\\\ob\\\\001\0\eng\d 000727384 020__ $$a9783319154343$$qelectronic book 000727384 020__ $$a3319154346$$qelectronic book 000727384 020__ $$z9783319154336 000727384 0247_ $$a10.1007/978-3-319-15434-3$$2doi 000727384 035__ $$aSP(OCoLC)ocn910513136 000727384 035__ $$aSP(OCoLC)910513136 000727384 040__ $$aN$T$$beng$$erda$$epn$$cN$T$$dN$T$$dGW5XE$$dIDEBK$$dYDXCP$$dE7B$$dNUI$$dCOO$$dEBLCP 000727384 049__ $$aISEA 000727384 050_4 $$aTG400 000727384 08204 $$a624.23015118$$223 000727384 1001_ $$aGazzola, Filippo,$$eauthor. 000727384 24510 $$aMathematical models for suspension bridges$$h[electronic resource] :$$bnonlinear structural instability /$$cFilippo Gazzola. 000727384 264_1 $$aCham :$$bSpringer,$$c2015. 000727384 300__ $$a1 online resource :$$billustrations. 000727384 336__ $$atext$$btxt$$2rdacontent 000727384 337__ $$acomputer$$bc$$2rdamedia 000727384 338__ $$aonline resource$$bcr$$2rdacarrier 000727384 4901_ $$aMS&A ;$$vvolume 15 000727384 504__ $$aIncludes bibliographical references and index. 000727384 5050_ $$a1 Book overview -- 2 Brief history of suspension bridges -- 3 One dimensional models -- 4 A fish-bone beam model -- 5 Models with interacting oscillators -- 6 Plate models -- 7 Conclusions. 000727384 506__ $$aAccess limited to authorized users. 000727384 520__ $$aThis work provides a detailed and up-to-the-minute survey of the various stability problems that can affect suspension bridges. In order to deduce some experimental data and rules on the behavior of suspension bridges, a number of historical events are first described, in the course of which several questions concerning their stability naturally arise. The book then surveys conventional mathematical models for suspension bridges and suggests new nonlinear alternatives, which can potentially supply answers to some stability questions. New explanations are also provided, based on the nonlinear structural behavior of bridges. All the models and responses presented in the book employ the theory of differential equations and dynamical systems in the broader sense, demonstrating that methods from nonlinear analysis can allow us to determine the thresholds of instability. 000727384 588__ $$aOnline resource; title from PDF title page (viewed June 2, 2015). 000727384 650_0 $$aSuspension bridges$$xMathematical models. 000727384 77608 $$iPrint version:$$z9783319154336 000727384 830_0 $$aMS&A (Series) ;$$vvolume 15. 000727384 852__ $$bebk 000727384 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-15434-3$$zOnline Access$$91397441.1 000727384 909CO $$ooai:library.usi.edu:727384$$pGLOBAL_SET 000727384 980__ $$aEBOOK 000727384 980__ $$aBIB 000727384 982__ $$aEbook 000727384 983__ $$aOnline 000727384 994__ $$a92$$bISE