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Robert K. Dowell

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Veletzos, Marc J. / Dowell, Robert K. / Carlson, Cynthia (2018): Repairing the Yullajung Pedestrian Suspension Bridge: Service Learning in the Nepal Himalaya. Presented at: 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 (December 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 (January 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 (March 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 (May 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 (March 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 (March 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 (May 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 (March 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 (February 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 (Summer 2011).

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

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