THE DESIGN OF BRIDGE SLABS AS A SERIES OF CONTINUOUS PLATES WHICH ARE INTEGRAL WITH A FLEXURAL AND TORSIONALLY DEFORMABLE BEAM STRUCTURE
CALCOLO DI SOLETTE DA PONTE COME SERIE DI LASTRE CONTINUE COLLEGATE A TRAVI DEFORMABILI PER FLESSIONE E TORSIONE
This paper presents a method for calculating the bending moments and shear forces for bridge slabs considered as flat continuous plates which are integral with their longitudinal and transverse beam structure. The paper first considers the case of a longitudinal beam structure without transverse members, simply supported at the ends. Continuity with adjacent spans and the torsional rigidity of the transverse beams are then introduced. /TRRL/
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/0017016X
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Corporate Authors:
Ministero dei Lavori Pubblici Consiglio Superiore
Via Nomentana 2
Rome, Italy -
Authors:
- Casellato, A
- Vescovi, U
- Vitaliani, R
- Publication Date: 1976-10-11
Language
- Italian
Media Info
- Features: Figures;
- Pagination: p. 411-422
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Serial:
- Giornale del Genio Civile
- Volume: 114
- Issue Number: 10/1
- Publisher: Instituto Poligrafico e Zecca Dello Stato
- ISSN: 0017-016X
Subject/Index Terms
- TRT Terms: Beams; Bending moments; Bridge decks; Bridge design; Bridges; Continuous structures; Deflection; Deformation; Loads; Shear stress; Slabs; Stiffness; Structural design; Torsion
- Uncontrolled Terms: Shear forces
- ITRD Terms: 3472: Beam; 3455: Bridge; 3482: Bridge deck; 9006: Continuous; 5586: Deflection; 5567: Load; 3491: Slab; 5931: Stiffness; 5512: Torsion
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00159745
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Report/Paper Numbers: Analytic
- Files: ITRD, TRIS
- Created Date: Mar 29 1978 12:00AM