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Publicité

Mary Beth D. Hueste

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. Kim, Young Hoon / Trejo, David / Hueste, Mary Beth D. (2010): Characterization of High Early-Strength, Self-Consolidating Concrete for Design of Pretensioned Bridge Elements. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 2200, n. 1 (janvier 2010).

    https://doi.org/10.3141/2200-16

  2. Stieglitz, Matthew / Terzioglu, Tevfik / Hueste, Mary Beth D. / Hurlebaus, Stefan / Mander, John B. / Paal, Stephanie G. (2022): Field Testing and Refined Load Rating of a Load-Posted Continuous Steel Girder Bridge. Dans: Journal of Bridge Engineering (ASCE), v. 27, n. 10 (octobre 2022).

    https://doi.org/10.1061/(asce)be.1943-5592.0001927

  3. Hueste, Mary Beth D. / Wight, James K. (1997): Evaluation of a Four-Story Reinforccd Concrete Building Damaged during the Northridge Earthquake. Dans: Earthquake Spectra, v. 13, n. 3 (août 1997).

    https://doi.org/10.1193/1.1585954

  4. Zhou, Yan / Hueste, Mary Beth D. (2022): Nonlinear model for nonprestressed and prestressed slab-column connections under lateral load effects. Dans: Engineering Structures, v. 252 (février 2022).

    https://doi.org/10.1016/j.engstruct.2021.113625

  5. Zhou, Yan / Hueste, Mary Beth D. (2022): Nonlinear Modeling Parameters and Acceptance Criteria for Interior Slab-Column Connections. Dans: ACI Structural Journal, v. 119, n. 1 ( 2022).

    https://doi.org/10.14359/51733009

  6. Stieglitz, Matthew / Terzioglu, Tevfik / Hueste, Mary Beth D. / Hurlebaus, Stefan / Mander, John B. / Paal, Stephanie G. (2021): Experimental and computational investigation of a load-posted steel beam bridge. Dans: Engineering Structures, v. 245 (octobre 2021).

    https://doi.org/10.1016/j.engstruct.2021.112963

  7. Terzioglu, Tevfik / Karthik, Madhu M. / Hurlebaus, Stefan / Hueste, Mary Beth D. (2019): Systematic Assessment of Nondestructive Evaluation Techniques for Post-Tensioning and Stay Cable Systems. Dans: Journal of Infrastructure Systems, v. 25, n. 2 (juin 2019).

    https://doi.org/10.1061/(asce)is.1943-555x.0000493

  8. Gardoni, Paolo / Pillai, Radhakrishna G. / Hueste, Mary Beth D. / Reinschmidt, Kenneth / Trejo, David (2009): Probabilistic Capacity Models for Corroding Posttensioning Strands Calibrated Using Laboratory Results. Dans: Journal of Engineering Mechanics (ASCE), v. 135, n. 9 (septembre 2009).

    https://doi.org/10.1061/(asce)em.1943-7889.0000021

  9. Kim, Young Hoon / Trejo, David / Atahan, Hakan N. / Hueste, Mary Beth D. (2012): Mechanical Property Prediction for High Early Strength Self-Consolidating Concrete. Dans: Journal of Materials in Civil Engineering (ASCE), v. 24, n. 12 (décembre 2012).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000532

  10. Pillai, Radhakrishna G. / Reinschmidt, Kenneth F. / Trejo, David / Gardoni, Paolo / Hueste, Mary Beth D. (2014): Predicting Residual Tensile Strength of Seven-Wire Strands Using That of Single Wires Exposed to Chloride Environments. Dans: Journal of Materials in Civil Engineering (ASCE), v. 26, n. 8 (août 2014).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000933

  11. Pillai, Radhakrishna G. / Gardoni, Paolo / Trejo, David / Hueste, Mary Beth D. / Reinschmidt, Kenneth F. (2010): Probabilistic Models for the Tensile Strength of Corroding Strands in Posttensioned Segmental Concrete Bridges. Dans: Journal of Materials in Civil Engineering (ASCE), v. 22, n. 10 (octobre 2010).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000096

  12. Bai, Jong-Wha / Gardoni, Paolo / Hueste, Mary Beth D. (2011): Story-specific demand models and seismic fragility estimates for multi-story buildings. Dans: Structural Safety, v. 33, n. 1 (janvier 2011).

    https://doi.org/10.1016/j.strusafe.2010.09.002

  13. Bai, Jong-Wha / Hueste, Mary Beth D. / Gardoni, Paolo (2015): Seismic vulnerability assessment of tilt-up concrete structures. Dans: Structure and Infrastructure Engineering, v. 11, n. 9 (septembre 2015).

    https://doi.org/10.1080/15732479.2014.938659

  14. Duan, Haijuan / Hueste, Mary Beth D. (2012): Seismic performance of a reinforced concrete frame building in China. Dans: Engineering Structures, v. 41 (août 2012).

    https://doi.org/10.1016/j.engstruct.2012.03.030

  15. Hueste, Mary Beth D. / Bai, Jong-Wha (2007): Seismic retrofit of a reinforced concrete flat-slab structure: Part II — seismic fragility analysis. Dans: Engineering Structures, v. 29, n. 6 (juin 2007).

    https://doi.org/10.1016/j.engstruct.2006.07.022

  16. Hueste, Mary Beth D. / Bai, Jong-Wha (2007): Seismic retrofit of a reinforced concrete flat-slab structure: Part I — seismic performance evaluation. Dans: Engineering Structures, v. 29, n. 6 (juin 2007).

    https://doi.org/10.1016/j.engstruct.2006.07.023

  17. Jiang, Dongqi / Terzioglu, Tevfik / Hueste, Mary Beth D. / Mander, John B. / Fry, Gary T. (2016): Experimental study of an in-service spread slab beam bridge. Dans: Engineering Structures, v. 127 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.046

  18. Hueste, Mary Beth D. / Wight, James K. (1999): Nonlinear Punching Shear Failure Model for Interior Slab-Column Connections. Dans: Journal of Structural Engineering (ASCE), v. 125, n. 9 (septembre 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:9(997)

  19. Pillai, Radhakrishna G. / Trejo, David / Gardoni, Paolo / Hueste, Mary Beth D. / Reinschmidt, Kenneth (2014): Time-Variant Flexural Reliability of Posttensioned, Segmental Concrete Bridges Exposed to Corrosive Environments. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 8 (août 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000991

  20. Kim, Young Hoon / Hueste, Mary Beth D. / Trejo, David (2015): Flexural Behavior of High-Early-Strength Self-Consolidating Concrete Pretensioned Bridge Girders: Experimental Evaluation. Dans: Journal of Bridge Engineering (ASCE), v. 20, n. 2 (février 2015).

    https://doi.org/10.1061/(asce)be.1943-5592.0000644

  21. Peralta, David F. / Bracci, Joseph M. / Hueste, Mary Beth D. (2004): Seismic Behavior of Wood Diaphragms in Pre-1950s Unreinforced Masonry Buildings. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 12 (décembre 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:12(2040)

  22. Bai, Jong-Wha / Hueste, Mary Beth D. / Gardoni, Paolo (2009): Probabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 10 (octobre 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:10(1155)

  23. Kim, Young Hoon / Hueste, Mary Beth D. / Trejo, David / Cline, Daren B. H. (2010): Shear Characteristics and Design for High-Strength Self-Consolidating Concrete. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 8 (août 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000194

  24. Terzioglu, Tevfik / Hueste, Mary Beth D. / Mander, John B. (2017): Live Load Distribution Factors for Spread Slab Beam Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 22, n. 10 (octobre 2017).

    https://doi.org/10.1061/(asce)be.1943-5592.0001100

  25. Terzioglu, Tevfik / Jiang, Dongqi / Hueste, Mary Beth D. / Mander, John B. (2016): Design and Constructability of Spread Slab-Beam Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 21, n. 12 (décembre 2016).

    https://doi.org/10.1061/(asce)be.1943-5592.0000959

  26. Terzioglu, Tevfik / Jiang, Dongqi / Hueste, Mary Beth D. / Mander, John B. / Fry, Gary T. (2016): Experimental Investigation of a Full-Scale Spread Slab Beam Bridge. Dans: Journal of Bridge Engineering (ASCE), v. 21, n. 11 (novembre 2016).

    https://doi.org/10.1061/(asce)be.1943-5592.0000957

  27. Terzioglu, Tevfik / Karthik, Madhu M. / Hurlebaus, Stefan / Hueste, Mary Beth D. (2019): Nondestructive Evaluation of External Post-Tensioning Systems to Detect Grout Defects. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 1 (janvier 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002229

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