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Fatigue life assessment on composite concrete-steel bridges

dc.contributor.advisorda Silva Rebelo Carlos Alberto
dc.contributor.authorJurado Gonzalo
dc.date.accessioned2017-04-25T17:36:45Z
dc.date.available2017-04-25T17:36:45Z
dc.date.issued2017-01-08
dc.identifierKOS-695600288905
dc.identifier.urihttp://hdl.handle.net/10467/68096
dc.description.abstractFatigue is an important consideration in the design of bridges, especially those made of steel. Cycles resulting from the passage of a truck over a bridge depend essentially on bridge type, detail location, span length and vehicles axles configuration. Moreover, as bridges form the keystone of transport networks, their safe operation with minimal maintenance closures is paramount for efficient operation. Yearly increases in the volume of heavy traffic mean a higher number of fatigue damaging load cycles, which leads to taking appropriate measures and finding sustainable solutions, with reduced environmental, economic and social impacts.cze
dc.description.abstractFatigue is an important consideration in the design of bridges, especially those made of steel. Cycles resulting from the passage of a truck over a bridge depend essentially on bridge type, detail location, span length and vehicles axles configuration. Moreover, as bridges form the keystone of transport networks, their safe operation with minimal maintenance closures is paramount for efficient operation. Yearly increases in the volume of heavy traffic mean a higher number of fatigue damaging load cycles, which leads to taking appropriate measures and finding sustainable solutions, with reduced environmental, economic and social impacts.eng
dc.language.isoENG
dc.publisherČeské vysoké učení technické v Praze. Vypočetní a informační centrum.cze
dc.publisherCzech Technical University in Prague. Computing and Information Centre.eng
dc.rightsA university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.html.eng
dc.rightsVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.html.cze
dc.subjectFatique, design of bridges, composite bridges, damage equivalent factor method, damage accumulation methodcze
dc.subjectFatique, design of bridges, composite bridges, damage equivalent factor method, damage accumulation methodeng
dc.titleFatigue life assessment on composite concrete-steel bridgescze
dc.titleFatigue life assessment on composite concrete-steel bridgeseng
dc.typeMAGISTERSKÁ PRÁCEcze
dc.typeMASTER'S THESISeng
dc.date.accepted2017-02-14
dc.contributor.refereede Oliveira Correia José António Fonseca
theses.degree.disciplineSustainable Constructions under Natural Hazards and Catastrophic Eventscze
theses.degree.grantorkatedra ocelových a dřevěných konstrukcícze
theses.degree.programmeCivil Engineeringcze


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