0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Robert K. Dowell

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Veletzos, Marc J. / Dowell, Robert K. / Carlson, Cynthia (2018): Repairing the Yullajung Pedestrian Suspension Bridge: Service Learning in the Nepal Himalaya. Présenté pendant: Structures Congress 2018, Fort Worth, Texas, 19-21 April 2018.

    https://doi.org/10.1061/9780784481332.033

  2. Dowell, Robert K. / Johnson, Timothy P. (2011): Shear and bending flexibility in closed-form moment solutions for continuous beams and bridge structures. Dans: Engineering Structures, v. 33, n. 12 (décembre 2011).

    https://doi.org/10.1016/j.engstruct.2011.08.016

  3. Dowell, Robert K. / Johnson, Timothy P. (2012): Closed-form shear flow solution for box–girder bridges under torsion. Dans: Engineering Structures, v. 34 (janvier 2012).

    https://doi.org/10.1016/j.engstruct.2011.09.023

  4. Dowell, Robert K. (2009): Closed-form moment solution for continuous beams and bridge structures. Dans: Engineering Structures, v. 31, n. 8 (août 2009).

    https://doi.org/10.1016/j.engstruct.2009.03.012

  5. Dowell, Robert K. / Smith, Joseph W. (2006): Structural Tests of Precast, Prestressed Concrete Deck Panels for California Freeway Bridges. Dans: PCI Journal, v. 51, n. 2 (mars 2006).

    https://doi.org/10.15554/pcij.03012006.76.87

  6. Megally, Sam / Seible, Frieder / Dowell, Robert K. (2003): Seismic Performance of Precast Segmental Bridges: Segment-to- Segment Joints Subjected to High Flexural Moments and High Shears. Dans: PCI Journal, v. 48, n. 3 (mai 2003).

    https://doi.org/10.15554/pcij.05012003.72.90

  7. Megally, Sam / Frieder Seible, Frieder / Dowell, Robert K. (2003): Seismic Performance of Precast Segmental Bridges: Segment-to-Segment Joints Subjected to High Flexural Moments and Low Shears. Dans: PCI Journal, v. 48, n. 2 (mars 2003).

    https://doi.org/10.15554/pcij.03012003.80.96

  8. Megally, Sami / Seible, Frieder / Garg, Manu / Dowell, Robert K. (2002): Seismic Performance of Precast Segmental Bridge Superstructures with Internally Bonded Prestressing Tendons. Dans: PCI Journal, v. 47, n. 2 (mars 2002).

    https://doi.org/10.15554/pcij.03012002.40.56

  9. Johnson, Timothy P. / Dowell, Robert K. (2017): Evaluation of the overstrength factor for nonstructural component anchorage into concrete via dynamic shaking table tests. Dans: Journal of Building Engineering, v. 11 (mai 2017).

    https://doi.org/10.1016/j.jobe.2017.04.017

  10. Johnson, Timothy P. / Dowell, Robert K. / Silva, John F. (2016): A review of code seismic demands for anchorage of nonstructural components. Dans: Journal of Building Engineering, v. 5 (mars 2016).

    https://doi.org/10.1016/j.jobe.2015.11.002

  11. Johnson, Timothy P. / Dowell, Robert K. / Silva, John F. (2018): Recommendations for Ω0 for Anchorage into Concrete for Floor-Mounted Nonstructural Components. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 2 (février 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0001917

  12. Dowell, Robert K. / Auer, Roy (2011): Flexure-shear behavior of precast concrete deck panels with cast-in-place concrete topping. Dans: PCI Journal, v. 56, n. 3 (été 2011).

    https://doi.org/10.15554/pcij.06012011.60.74

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine