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Statements

Subject Item
n2:7E08098
rdf:type
n3:Projekt
rdfs:seeAlso
http://www.isvav.cz/projectDetail.do?rowId=7E08098
dcterms:description
The service lives of prospective and existing steel and composite bridges are invariably governed by fatigue, making thus their adequate fatigue performance essential for their competitiveness. Unfortunately, actual design rules not only are becoming outdated for the design, both in terms of the coverage of design details and applicability to modern structural analysis methods, but have also never been adapted to address maintenance issues such as inspection and repair. The aim of the proposed research is thus to provide a comprehensive guide for the fatigue design of new and maintenance of old steel bridges. The current situation for steel and composite bridge engineers in fatigue design of structural steel details is far from satisfactory. Fatigue analysis of new steel structures is generally based on the notion of detail classification with nominal stress and standardized S-N curves with corresponding fatigue categories for typical %22basic details%22. Due to the large variety - and ever increasing The service lives of prospective and existing steel and composite bridges are invariably governed by fatigue, making thus their adequate fatigue performance essential for their competitiveness. Unfortunately, actual design rules not only are becoming outdated for the design, both in terms of the coverage of design details and applicability to modern structural analysis methods, but have also never been adapted to address maintenance issues such as inspection and repair. The aim of the proposed research is thus to provide a comprehensive guide for the fatigue design of new and maintenance of old steel bridges. The current situation for steel and composite bridge engineers in fatigue design of structural steel details is far from satisfactory. Fatigue analysis of new steel structures is generally based on the notion of detail classification with nominal stress and standardized S-N curves with corresponding fatigue categories for typical %22basic details%22. Due to the large variety - and ever increasing
dcterms:title
Bridge Fatigue Guidance – Meeting Sustainable Design and Assessment Bridge Fatigue Guidance – Meeting Sustainable Design and Assessment
skos:notation
7E08098
n4:aktivita
n17:7E
n4:celkovaStatniPodpora
n9:celkovaStatniPodpora
n4:celkoveNaklady
n9:celkoveNaklady
n4:datumDodatniDoRIV
2012-07-12+02:00
n4:druhSouteze
n13:RP
n4:duvernostUdaju
n14:C
n4:fazeProjektu
n11:91908007
n4:hlavniObor
n5:JN
n4:hodnoceniProjektu
n21:U
n4:kategorie
n20:ZV
n4:klicovaSlova
Steel and composite bridge; fatigue; orthotropic steel decks; railway bridges; thin-walled bridge girders
n4:partnetrHlavni
n18:ico%3A68378297
n4:pocetKoordinujicichPrijemcu
0
n4:pocetPrijemcu
1
n4:pocetSpoluPrijemcu
0
n4:pocetVysledkuRIV
5
n4:pocetZverejnenychVysledkuVRIV
5
n4:posledniUvolneniVMinulemRoce
2011-03-28+02:00
n4:prideleniPodpory
n10:3095%2F2010-32
n4:sberDatUcastniciPoslednihoRoku
n19:2011
n4:sberDatUdajeProjZameru
n19:2012
n4:statusZobrazovaneFaze
n8:DUU
n4:typPojektu
n16:P
n4:ukonceniReseni
2011-06-30+02:00
n4:vedlejsiObor
n5:JL n5:JO
n4:zahajeniReseni
2009-01-01+01:00
n4:zhodnoceni+vysledku+projektu+dodavatelem
Hodnocení výsledků řešení ministerstvo neprovádí, neboť podmínkou podpory je, že uchazeč byl vybrán mezinárodním poskytovatelem v souladu s pravidly příslušného programu. Projekt je hodnocen až po jeho schválení mezinárodním poskytovatelem. Following the condition that the candidate of financial contribution was evaluated and afterwards selected by international provider in accordance with the rules of the program the Ministry of Education, Youth ans Sports does not realize the evaluation of project results. The project is evaluated only after its approval by an international provider.
n4:zivotniCyklusProjektu
n22:ZBKU
n4:vyzva
n12:FP7-INFRASTRUCTURES-2007-1
n4:klicoveSlovo
orthotropic steel decks fatigue railway bridges Steel and composite bridge