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Structural behavior of strengthened bridge deck specimens under fatigue loading

Author
JONGSUNG SIM1 ; HONGSEOB OH1
[1] Department of Civil and Environmental Engineering, Hanyang University, 1271, Sal-dong, Ansan 425-791, Korea, Republic of
Source

Engineering structures. 2004, Vol 26, Num 14, pp 2219-2230, 12 p ; ref : 23 ref

CODEN
ENSTDF
ISSN
0141-0296
Scientific domain
Civil engineering
Publisher
Elsevier, Amsterdam
Publication country
Netherlands
Document type
Article
Language
English
Author keyword
Bridge deck Fatigue life. Fiber reinforced polymer plastic Structural strengthening Weibull distribution
Keyword (fr)
Analyse structurale Approche probabiliste Béton Comportement Durée vie fatigue Etude expérimentale Loi Weibull Plastique renforcé fibre Renforcement mécanique Résultat expérimental Sollicitation fatigue Tablier pont
Keyword (en)
Structural analysis Probabilistic approach Concrete Behavior Fatigue life Experimental study Weibull distribution Fibre reinforced plastics Strengthening Experimental result Fatigue loading Bridge deck
Keyword (es)
Análisis estructural Enfoque probabilista Hormigón Conducta Longevidad fatiga Estudio experimental Ley Weibull Plástico reforzado fibra Refuerzo mecánico Resultado experimental Carga fatiga Tablero del puente
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C02 Stresses. Safety

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14M Bridges / 001D14M02 Bridge elements

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14M Bridges / 001D14M05 Concrete bridges

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
16315039

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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