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Robert K. Dowell

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Veletzos, Marc J. / Dowell, Robert K. / Carlson, Cynthia (2018): Repairing the Yullajung Pedestrian Suspension Bridge: Service Learning in the Nepal Himalaya. Vorgetragen bei: 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. In: Engineering Structures, v. 33, n. 12 (Dezember 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. In: Engineering Structures, v. 34 (Januar 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. In: Engineering Structures, v. 31, n. 8 (August 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. In: PCI Journal, v. 51, n. 2 (März 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. In: 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. In: PCI Journal, v. 48, n. 2 (März 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. In: PCI Journal, v. 47, n. 2 (März 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. In: 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. In: Journal of Building Engineering, v. 5 (März 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. In: Journal of Structural Engineering (ASCE), v. 144, n. 2 (Februar 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. In: PCI Journal, v. 56, n. 3 (Sommer 2011).

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

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