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Daniel G. Linzell ORCID

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. Alomari, Qusai A. / Linzell, Daniel G. (2024): Advanced analysis of intact, fire-damaged, and CFRP retrofitted bridge pier columns under vehicle collisions: Empirical equivalent static force equation and framework. Dans: Engineering Structures, v. 314 (septembre 2024).

    https://doi.org/10.1016/j.engstruct.2024.118250

  2. Sun, C. Shawn / Linzell, Daniel G. / Puckett, Jay A. / Rageh, Ahmed (2023): Experimental Evaluation on Lateral Torsional Buckling Resistance of Continuous Steel Stringers. Dans: Engineering Journal, v. 60, n. 1 (mars 2023).

    https://doi.org/10.62913/engj.v60i1.1200

  3. Akintunde, Emmanuel / Eftekhar Azam, Saeed / Linzell, Daniel G. (2023): Probabilistic bridge fatigue evaluation at virtual sensing locations using kernel density estimation. Dans: International Journal of Fatigue, v. 176 (novembre 2023).

    https://doi.org/10.1016/j.ijfatigue.2023.107885

  4. Domalik, Daniel E. / Shura, Jason F. / Linzell, Daniel G. (2005): Design and Field Monitoring of Horizontally Curved Steel Plate Girder Bridge. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 1928, n. 1 (janvier 2005).

    https://doi.org/10.1177/0361198105192800109

  5. Norton, Elizabeth K. / Linzell, Daniel G. / Laman, Jeffrey A. (2003): Examination of Response of a Skewed Steel Bridge Superstructure During Deck Placement. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 1845, n. 1 (janvier 2003).

    https://doi.org/10.3141/1845-08

  6. Linzell, Daniel G. / Nevling, Deanna L. / Kollias, Adrian A. / Laman, Jeffrey A. (2002): Experimental and Numerical Response of a 1915 Riveted Through-Girder Bridge. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 1814, n. 1 (janvier 2002).

    https://doi.org/10.3141/1814-15

  7. Alomari, Qusai / Linzell, Daniel G. / Fang, Chen (2024): Performance investigation of highway bridge pier columns under the sequential effects of fire followed by vehicle collision and subsequent air blast: A numerical investigation. Dans: Advances in Structural Engineering, v. 27, n. 7 (mars 2024).

    https://doi.org/10.1177/13694332241242987

  8. Sun, Chuanbing “Shawn” / Babarinde, Oluwatobi / Kuruppuarachchi, Dinesha / Linzell, Daniel G. / Puckett, Jay A. / Rageh, Ahmed (2023): Experimental and Analytical Studies of Continuous Steel-Stringer Lateral-Torsional Buckling Resistance. Dans: Journal of Bridge Engineering (ASCE), v. 28, n. 6 (juin 2023).

    https://doi.org/10.1061/jbenf2.beeng-5974

  9. Sun, C. Shawn / Babarinde, Oluwatobi F. / Kuruppuarachchi, Dinesha / Linzell, Daniel G. / Puckett, Jay A. / Akintunde, Emmanuel (2023): Noncomposite concrete deck bracing effects on continuous steel stringer lateral torsional buckling resistance. Dans: Engineering Structures, v. 283 (mai 2023).

    https://doi.org/10.1016/j.engstruct.2023.115886

  10. Fang, Chen / Yosef, Tewodros Y. / Linzell, Daniel G. / Rasmussen, Jennifer D. (2021): Computational modeling and dynamic response of highway bridge columns subjected to combined vehicle collision and air blast. Dans: Engineering Failure Analysis, v. 125 (juillet 2021).

    https://doi.org/10.1016/j.engfailanal.2021.105389

  11. Fang, Chen / Linzell, Daniel G. / Yosef, Tewodros Y. / Rasmussen, Jennifer D. (2022): Numerical Modeling and Performance Assessment of Bridge Column Strengthened by FRP and Polyurea under Combined Collision and Blast Loading. Dans: Journal of Composites for Construction, v. 26, n. 2 (avril 2022).

    https://doi.org/10.1061/(asce)cc.1943-5614.0001188

  12. Sun, Chuanbing "Shawn" / Linzell, Daniel G. / Puckett, Jay A. / Akintunde, Emmanuel / Rageh, Ahmed (2022): Experimental Study of Continuous-Beam Lateral Torsional–Buckling Resistance with a Noncomposite Concrete Deck. Dans: Journal of Structural Engineering (ASCE), v. 148, n. 4 (avril 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003301

  13. Fang, Chen / Linzell, Daniel G. (2021): Examining progressive collapse robustness of a high-rise reinforced concrete building. Dans: Engineering Structures, v. 248 (décembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.113274

  14. Fang, Chen / Linzell, Daniel G. / Yosef, Tewodros Y. / Rasmussen, Jennifer D. (2022): Performance Evaluation of Highway Bridge Piers under Medium Truck Collision Combined with Air Blast. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 36, n. 1 (février 2022).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001683

  15. Fang, Chen / Rasmussen, Jennifer D. / Bielenberg, Robert W. / Lechtenberg, Karla A. / Faller, Ronald K. / Linzell, Daniel G. (2021): Experimental and numerical investigation on deflection and behavior of portable construction barrier subjected to vehicle impacts. Dans: Engineering Structures, v. 235 (mai 2021).

    https://doi.org/10.1016/j.engstruct.2021.112071

  16. Linzell, Daniel G. / Nadakuditi, Venkata P. (2011): Parameters influencing seismic response of horizontally curved, steel, I-girder bridges. Dans: Steel and Composite Structures, v. 11, n. 1 (janvier 2011).

    https://doi.org/10.12989/scs.2011.11.1.021

  17. Balakrishna, Chandana C. / Linzell, Daniel G. (2017): Examination of Steel Pin and Hanger Options—Retrofit to Replacement. Présenté pendant: Structures Congress 2017, April 6–8, 2017, Denver, Colorado.

    https://doi.org/10.1061/9780784480403.009

  18. Frankl, Bernard A. / Linzell, Daniel G. (2017): Influence of Horizontal Curvature on the Shear Resistance of Steel Plate Girders with Slender Webs. Présenté pendant: Structures Congress 2017, April 6–8, 2017, Denver, Colorado.

    https://doi.org/10.1061/9780784480403.025

  19. Issa-El-Khoury, Gaby / Linzell, Daniel G. / Geschwindner, Louis F. (2014): Computational studies of horizontally curved, longitudinally stiffened, plate girder webs in flexure. Dans: Journal of Constructional Steel Research, v. 93 (février 2014).

    https://doi.org/10.1016/j.jcsr.2013.10.018

  20. Issa-El-Khoury, Gaby / Linzell, Daniel G. / Geschwindner, Louis F. (2016): Flexure–shear interaction influence on curved, plate girder web longitudinal stiffener placement. Dans: Journal of Constructional Steel Research, v. 120 (avril 2016).

    https://doi.org/10.1016/j.jcsr.2015.12.021

  21. Seo, Junwon / Linzell, Daniel G. / Hu, Jong Wan (2013): Nonlinear Seismic Response Analysis of Curved and Skewed Bridge System with Spherical Bearings. Dans: Advances in Civil Engineering, v. 2013 ( 2013).

    https://doi.org/10.1155/2013/248575

  22. Seo, Junwon / Linzell, Daniel G. (2012): Horizontally curved steel bridge seismic vulnerability assessment. Dans: Engineering Structures, v. 34 (janvier 2012).

    https://doi.org/10.1016/j.engstruct.2011.09.008

  23. Seo, Junwon / Linzell, Daniel G. (2013): Nonlinear Seismic Response and Parametric Examination of Horizontally Curved Steel Bridges Using 3D Computational Models. Dans: Journal of Bridge Engineering (ASCE), v. 18, n. 3 (mars 2013).

    https://doi.org/10.1061/(asce)be.1943-5592.0000345

  24. Fennema, Jolene L. / Laman, Jeffrey A. / Linzell, Daniel G. (2005): Predicted and Measured Response of an Integral Abutment Bridge. Dans: Journal of Bridge Engineering (ASCE), v. 10, n. 6 (novembre 2005).

    https://doi.org/10.1061/(asce)1084-0702(2005)10:6(666)

  25. Kayser, Caroline R. / Swanson, James A. / Linzell, Daniel G. (2006): Characterization of Material Properties of HPS-485W (70 W) TMCP for Bridge Girder Applications. Dans: Journal of Bridge Engineering (ASCE), v. 11, n. 1 (janvier 2006).

    https://doi.org/10.1061/(asce)1084-0702(2006)11:1(99)

  26. DePolo, David S. / Linzell, Daniel G. (2008): Evaluation of Live-Load Lateral Flange Bending Distribution for a Horizontally Curved I-Girder Bridge. Dans: Journal of Bridge Engineering (ASCE), v. 13, n. 5 (septembre 2008).

    https://doi.org/10.1061/(asce)1084-0702(2008)13:5(501)

  27. Bennett, Caroline R. / Swanson, James A. / Linzell, Daniel G. (2009): Fatigue Resistance of HPS-485 W (70 W) Welded Butt-Splice Connections Using Narrow Gap Improved Electroslag Welding. Dans: Journal of Bridge Engineering (ASCE), v. 14, n. 6 (novembre 2009).

    https://doi.org/10.1061/(asce)1084-0702(2009)14:6(529)

  28. Bennett, Caroline R. / Swanson, James A. / Linzell, Daniel G. (2007): Fatigue Resistance of HPS-485W (70 W) Continuous Plate with Punched Holes. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 1 (janvier 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:1(98)

  29. Kim, Woo Seok / Laman, Jeffrey A. / Linzell, Daniel G. (2007): Live Load Radial Moment Distribution for Horizontally Curved Bridges. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 6 (novembre 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:6(727)

  30. Khan, Easa / Lobo, John A. / Linzell, Daniel G. (2018): Live Load Distribution and Dynamic Amplification on a Curved Prestressed Concrete Transit Rail Bridge. Dans: Journal of Bridge Engineering (ASCE), v. 23, n. 6 (juin 2018).

    https://doi.org/10.1061/(asce)be.1943-5592.0001236

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