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Publicité

W. M. Kim Roddis

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. Roddis, W. M. Kim / Hamid, Hazlan Abdul / Guo, Chelsea Q. (1998): K-factors for Unbraced Frames: Alignment Chart Accuracy for Practical Frame Variations. Dans: Engineering Journal, v. 35, n. 3 (septembre 1998).

    https://doi.org/10.62913/engj.v35i3.704

  2. Roddis, W. M. Kim (1992): Distortion-Induced Cracking During Transit. Dans: Engineering Journal, v. 29, n. 3 (septembre 1992).

    https://doi.org/10.62913/engj.v29i3.595

  3. Asadnia, Mahdi / Roddis, W. M. Kim (2019): Out-of-Flatness Effect on Flexural Strength of Steel Bridge Girders. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 2673, n. 3 (mars 2019).

    https://doi.org/10.1177/0361198119835529

  4. Roddis, W. M. Kim / Zhao, Yuan (2001): Repair of Fatigue Cracking due to Out-of-Plane Distortion. Présenté pendant: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001.

    https://doi.org/10.1061/40558(2001)169

  5. Roddis, W. M. Kim / Matamoros, Adolfo B. (2006): Web-Enhanced Teaching of Steel Design: From Case Study to CD. Présenté pendant: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)125

  6. Maser, Kenneth R. / Roddis, W. M. Kim (1990): Principles of Thermography and Radar for Bridge Deck Assessment. Dans: Journal of Transportation Engineering, v. 116, n. 5 (septembre 1990).

    https://doi.org/10.1061/(asce)0733-947x(1990)116:5(583)

  7. Roddis, W. M. Kim / Hess, Michael R. (1995): Bridge fabrication error solution expert system. Présenté pendant: IABSE Colloquium: Knowledge Support Systems n Civil Engineering, Bergamo, Italy, 1995.

    https://doi.org/10.5169/seals-54650

  8. Roddis, W. M. Kim / Pasley, Gregory P. (1995): Integrating knowledge-based and drawing systems for steel construction. Présenté pendant: IABSE Colloquium: Knowledge Support Systems n Civil Engineering, Bergamo, Italy, 1995.

    https://doi.org/10.5169/seals-54658

  9. Guo, Bo / Belcher, Clay / Roddis, W. M. Kim (1993): RetroLite: An artificial intelligence tool for lighting energy-efficiency upgrade. Dans: Energy and Buildings, v. 20, n. 2 ( 1993).

    https://doi.org/10.1016/0378-7788(93)90002-c

  10. Asadnia, Mahdi / Roddis, W. M. Kim (2020): Strength-Based Out-of-Flatness Tolerance for Bottom Flanges of Steel Box Girders. Dans: Journal of Bridge Engineering (ASCE), v. 25, n. 2 (février 2020).

    https://doi.org/10.1061/(asce)be.1943-5592.0001521

  11. Zhao, Yuan / Roddis, W. M. Kim (2004): Behavior and Retrofit Study of Highway Steel Bridge Fatigue Cracking. Présenté pendant: IABSE Symposium: Metropolitan Habitats and Infrastructure, Shanghai, China, 22-24 September 2004.

    https://doi.org/10.2749/222137804796291584

  12. Roddis, W. M. Kim / Bocox, John (1997): Case-Based Approach for Steel Bridge Fabrication Errors. Dans: Journal of Computing in Civil Engineering, v. 11, n. 2 (avril 1997).

    https://doi.org/10.1061/(asce)0887-3801(1997)11:2(84)

  13. Melhem, Hani G. / Roddis, W. M. Kim / Nagaraja, Srinath / Hess, Michael R. (1996): Knowledge Acquisition and Engineering for Steel Bridge Fabrication. Dans: Journal of Computing in Civil Engineering, v. 10, n. 3 (juillet 1996).

    https://doi.org/10.1061/(asce)0887-3801(1996)10:3(248)

  14. Attoh-Okine, N. O. / Roddis, W. M. Kim (1998): Uncertainties Of Asphalt Layer Thickness Determination In Flexible Pavements-influence Diagram Approach. Dans: Civil Engineering and Environmental Systems, v. 15, n. 2 (mars 1998).

    https://doi.org/10.1080/02630259808970233

  15. Liu, Zhong / Li, Fang / Roddis, W. M. Kim (2002): Analytic Model of Long-Span Self-Shored Arch Bridge. Dans: Journal of Bridge Engineering (ASCE), v. 7, n. 1 (janvier 2002).

    https://doi.org/10.1061/(asce)1084-0702(2002)7:1(14)

  16. Zhao, Yuan / Roddis, W. M. Kim (2007): Fatigue Behavior and Retrofit Investigation of Distortion-Induced Web Gap Cracking. Dans: Journal of Bridge Engineering (ASCE), v. 12, n. 6 (novembre 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:6(737)

  17. Roddis, W. M. Kim (1993): Structural Failures and Engineering Ethics. Dans: Journal of Structural Engineering (ASCE), v. 119, n. 5 (mai 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:5(1539)

  18. Roddis, W. M. Kim / Zhao, Yuan (2003): Finite-Element Analysis of Steel Bridge Distortion-Induced Fatigue. Dans: Journal of Bridge Engineering (ASCE), v. 8, n. 5 (septembre 2003).

    https://doi.org/10.1061/(asce)1084-0702(2003)8:5(259)

  19. Roddis, W. M. Kim / Blass, Deborah (2013): Tensile Capacity of Single-Angle Shear Connections Considering Prying Action. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 4 (avril 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000678

  20. Zhao, Yuan / Roddis, W. M. Kim (2000): Fatigue crack investigation for the Arkansas River Bridge in Hutchinson, Kansas. Dans: Construction and Building Materials, v. 14, n. 5 (juillet 2000).

    https://doi.org/10.1016/s0950-0618(00)00028-3

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