Fatigue life assessment on composite concrete-steel bridges
Fatigue life assessment on composite concrete-steel bridges
dc.contributor.advisor | da Silva Rebelo Carlos Alberto | |
dc.contributor.author | Jurado Gonzalo | |
dc.date.accessioned | 2017-04-25T17:36:45Z | |
dc.date.available | 2017-04-25T17:36:45Z | |
dc.date.issued | 2017-01-08 | |
dc.identifier | KOS-695600288905 | |
dc.identifier.uri | http://hdl.handle.net/10467/68096 | |
dc.description.abstract | Fatigue 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.abstract | Fatigue 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.iso | ENG | |
dc.publisher | České vysoké učení technické v Praze. Vypočetní a informační centrum. | cze |
dc.publisher | Czech Technical University in Prague. Computing and Information Centre. | eng |
dc.rights | A 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.rights | Vysokoškolská 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.subject | Fatique, design of bridges, composite bridges, damage equivalent factor method, damage accumulation method | cze |
dc.subject | Fatique, design of bridges, composite bridges, damage equivalent factor method, damage accumulation method | eng |
dc.title | Fatigue life assessment on composite concrete-steel bridges | cze |
dc.title | Fatigue life assessment on composite concrete-steel bridges | eng |
dc.type | diplomová práce | cze |
dc.type | master thesis | eng |
dc.date.accepted | 2017-02-14 | |
dc.contributor.referee | de Oliveira Correia José António Fonseca | |
theses.degree.discipline | Sustainable Constructions under Natural Hazards and Catastrophic Events | cze |
theses.degree.grantor | katedra ocelových a dřevěných konstrukcí | cze |
theses.degree.programme | Civil Engineering | cze |
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Diplomové práce - 11134 [610]