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Monotonic and cyclic moment-inelastic rotation behavior for inelastic design of steel girder bridges : Structures

Author
HARTNAGEL, B. A1 ; BARKER, M. G1 ; UNTERREINER, K. C2
[1] Department of Civil Engineering, E2509 EBE, University of Missouri-Columbia, Columbia, Mo. 65211, United States
[2] David Mason & Associates, 800 South Vandeventer, St. Louis, Mo. 63110, United States
Conference title
Part 1: 1997 TRB distinguished lecture: John W. FISHER. Part 2: Structures
Conference name
TRB Annual Meeting (76 ; Washington, DC 1997-01)
Author (monograph)
National Research Council ; Transportation Research Board, Washington, DC 20418, United States (Funder/Sponsor)
Source

Transportation research record. 1997, Num 1594, pp 42-49 ; ref : 16 ref

CODEN
TRREDM
ISSN
0361-1981
Scientific domain
Civil engineering; Transportation
Publisher
National Research Council, Washington, DC
Publication country
United States
Document type
Conference Paper
Language
English
Keyword (fr)
Analyse structurale Calcul construction Charge mobile Essai charge Etat limite déformation Inélasticité Moment Pont acier Pont poutre Rotation Résistance mécanique Vérification expérimentale
Keyword (en)
Structural analysis Structural design Moving load Load testing Limit state(deflection) Inelasticity Moment Steel bridges Girder beam Rotation Strength Experimental test
Keyword (es)
Carga móvil Estado límite deformación Inelasticidad Momento Puente vigas rectas Resistencia mecánica Verificación experimental
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14M Bridges / 001D14M06 Metal bridges

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
2250145

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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