CEE Faculty Profile

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Donald W. White

Professor

Articles

  1. Sanchez, T.A. and White, D.W. (2012). “Stability of Curved Steel I-Girder Bridges During Construction,” Transportation Research Record, Journal of the Transportation Research Board, (accepted).
  2. Chang, C.-J. and White, D.W. (2008). “An Assessment of Modeling Strategies for Composite Curved Steel I-Girder Bridges,” Engineering Structures, 30(11), 2991-3002, doi:10.1016/j.engstruct.2008.04.011
  3. Eroz, M., White, D.W. and DesRoches, R. (2008). “Direct Analysis and Design of Steel Frames Accounting for Partially Restrained Column Base Conditions,” Journal of Structural Engineering, ASCE, 134(9), 1508-1517.
  4. White, D.W., Barker, M., and Azizinamini, A. (2008). “Shear Strength and Moment-Shear Interaction in Transversely-Stiffened Steel I-Girders,” Journal of Structural Engineering, ASCE, 134(9), 1437-1449.
  5. White, D.W., and Barker, M. (2008). “Shear Resistance of Transversely-Stiffened Steel I-Girders,” Journal of Structural Engineering, ASCE, 134(9), 1425-1436.
  6. White, D.W., and Kim, Y.D. (2008). “Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members – Moment Gradient Tests,” Journal of Structural Engineering, ASCE, 134(9), 1471-1486.
  7. White, D.W., and Jung, S.-K. (2008). “Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members – Uniform Bending Tests,” Journal of Structural Engineering, ASCE, 134(9), 1450-1470.
  8. White, D.W. (2008b). “Unified Flexural Resistance Equations for Stability Design of Steel I-Section Members – Overview,” Journal of Structural Engineering, ASCE, 134(9), 1405-1424.
  9. Jayachandran, A. and White, D.W. (2007). “Kinematically Exact Elastic Postbuckling Analysis of Planar Beams and Frames Using Reissner’s Theory,” International Journal of Communications in Numerical Methods in Engineering, Wiley, DOI: 10.1002/cnm.985.
  10. White, D.W., and Chang, C.-J. (2007). “Improved Flexural Stability Design of I-Section Members in AISC (2005) – A Case Study Comparison to AISC (1989) ASD,” Engineering Journal, AISC, 44(4), 291-304.
  11. White, D.W., Surovek, A.E., and Chang, C.-J. (2007). “Direct Analysis and Design Using Amplified First-Order Analysis, Part 2 Moment Frames and General Framing Systems,” Engineering Journal, AISC, 44(4), 323-340.
  12. White, D.W., Surovek, A.E., and Kim, S.C. (2007). “Direct Analysis and Design Using Amplified First-Order Analysis, Part 1 Combined Braced and Gravity Framing Systems,” Engineering Journal, AISC, 44(4), 305-322.
  13. White, D.W., Surovek, A.E., and Chang, C.-J. (2007). “Direct Analysis and Design Using Amplified First-Order Analysis, Part 2 Moment Frames and General Framing Systems,” Engineering Journal, AISC, 44(4), 323-340.
  14. White, D.W., Surovek, A.E., and Kim, S.C. (2007). “Direct Analysis and Design Using Amplified First-Order Analysis, Part 1 Combined Braced and Gravity Framing Systems,” Engineering Journal, AISC, 44(4), 305-322.
  15. Kim, Y.D., Jung, S.-K., and White, D.W. (2007). “Transverse Stiffener Requirements in Straight and Horizontally Curved Steel I-Girders,” Journal of Bridge Engineering, ASCE, 12(2), 174-183, doi:10.1061/(ASCE)1084-0702(2007)12:2(174).
  16. White, D.W., and Jung, S.-K. (2007). “Effect of Web Distortion on the Buckling Strength of Noncomposite Discretely-Braced I-beams,” Engineering Structures, 29(8), 1872-1888, doi:10.1016/j.engstruct.2006.09.020.
  17. White, D.W., Surovek, A.E., Alemdar, B.N., Chang, C.-J., Kim, Y.D., and Kuchenbecker, G.H. (2006). “Stability Analysis and Design of Steel Building Frames Using the AISC 2005 Specification,” International Journal of Steel Structures, 6, 71-91.
  18. Jung, S.-K., and White, D.W. (2006). “Shear Strength of Horizontally Curved Steel I-Girders – Finite Element Analysis Studies,” Journal of Constructional Steel Research, 62(4), 329-342.
  19. Barth, K.E., White, D.W., Righman, J.E., and Yang, L. (2005). “Evaluation of Web Compactness Limits for Singly and Doubly Symmetric Steel I-Girders,” Journal of Constructional Steel Research, 61(10), 1411-1454.
  20. Alemdar, B.N., and White, D.W. (2005). “Displacement, Flexibility and Mixed Beam-Column Finite Element Formulations for Distributed Plasticity Analysis,” Journal of Structural Engineering, ASCE, 131(12), 1811-1819, doi:10.1061/(ASCE)0733-9445(2005)131:12(1811).
  21. Surovek-Maleck, A., White, D.W., and Leon, R.T. (2005). “Direct Analysis and Design of Partially-Restrained Steel Framing Systems,” Journal of Structural Engineering, ASCE, 131(9), 1376-1389
  22. Kim, S.-C. and White, D.W. (2004). “Nonlinear Analysis of a One-Story Low-Rise Masonry Building with a Flexible Diaphragm Subjected to Seismic Excitation” Engineering Structures, 26, 2053-2067.
  23. Barth, K.E., Hartnagel, B.A, White, D.W. and Barker, M.G. (2004), “Recommended Procedures for Simplified Inelastic Design of Steel I-Girder Bridges,” Journal of Bridge Engineering, ASCE, 9(3), 230-242.
  24. Nukala, P.K.V.V. and White, D.W. (2003b). “Variationally Consistent State Determination Algorithms for Nonlinear Analysis Using Mixed Rod Finite Element Formulations,” Computational Methods in Applied Mechanics and Engineering, 193, 3647-3666.
  25. Nukala, P.K.V.V. and White, D.W. (2003a). “A Mixed Finite Element Formulation for Three-Dimensional Nonlinear Analysis of Steel Frames,” Computational Methods in Applied Mechanics and Engineering, 193, 2507-2545.
  26. Kim, S.-C. and White, D.W. (2003d). “Linear Static Analysis of Low-Rise Buildings with Flexible Diaphragms using the Structural Separation Method,” Engineering Structures, 26, 83-93.
  27. Maleck, A.E. and White, D.W. (2003b). “Alternative Approaches for Elastic Analysis and Design of Steel Frames. II: Verification Studies,” Journal of Structural Engineering, ASCE, 130(8), 1197-1205.
  28. Maleck, A.E. and White, D.W. (2003a). “Alternative Approaches for Elastic Analysis and Design of Steel Frames. I: Overview,” Journal of Structural Engineering, ASCE, 130(8), 1186-1196.
  29. Linzell, D., Hall, D. and White, D.W (2003). “A Historical Perspective on Horizontally Curved I Girder Bridge Design in the United States,” Journal of Bridge Engineering, ASCE, 9(3), 218-229.
  30. Barker, M.G., Hurst, A.M. and White, D.W. (2002). “Tension Field Action in Hybrid Steel Girders,” Engineering Journal, AISC, 39(1), 52-62.
  31. Citipitioglu, A.M., Haj-Ali, R.M., and White, D.W. (2002). “Detailed 3D Finite Element Modeling of Semirigid Steel Beam-to-Column Connections,” Journal of Constructional Steel Research, 58(5-8), 995-1013.
  32. White, D.W. and Hajjar, J.F. (2000). “Stability of Steel Frames: The Cases for Simple Elastic and Rigorous Inelastic Analysis/Design Procedures,” Engineering Structures, 22, 155-167.
  33. Barth, K.E. and White, D.W. (2000). “Inelastic Design of Steel I-Girder Bridges,” Journal of Bridge Engineering, ASCE, 5(3), 179-190.
  34. Barth, K.E., White, D.W. and Bobb, B. (2000). “Negative Bending Resistance of HPS 70W Girders,” Journal of Constructional Steel Research, 53(1), 1-31.
  35. White, D.W. and Barth, K.E. (1998). “Strength and Ductility of Compact-Flange I-Girders in Negative Bending,” Journal of Constructional Steel Research, 45(3), 241-279.
  36. Barth, K.E. and White, D.W. (1998). “Finite Element Evaluation of Pier Moment-Rotation Characteristics in Continuous-Span Steel I-Girders,” Engineering Structures, 20(8), 761-778.
  37. White, D.W. and Hajjar, J.F. (1997c). “Accuracy and Simplicity of Alternative Procedures for Stability Design of Steel Frames,” Journal of Constructional Steel Research, 42(3), 209-261.
  38. White, D.W. and Hajjar, J.F. (1997b). “Buckling Models and Stability Design of Steel Frames: A Unified Approach,” Journal of Constructional Steel Research, 42(3), 171-207.
  39. White, D.W. and Hajjar, J.F. (1997a). “Design of Steel Frames Without Consideration of Effective Length,” Engineering Structures, 19(10), 797-810.
  40. White, D.W. and Clarke, M.J. (1997b). “Design of Beam-Columns in Steel Frames. II: Comparison of Standards,” Journal of Structural Engineering, ASCE, 123(12), 1565-1575.
  41. White, D.W. and Clarke, M.J. (1997a). “Design of Beam-Columns in Steel Frames. I: Philosophies and Procedures, Journal of Structural Engineering, ASCE, 123(12), 1556-1564.
  42. Rajagopala, G.R., Hsieh, S.-H., Sotelino, E.D., and White, D.W. (1997). “MUIApp: An Object-Oriented Graphical User Interface Framework,” Engineering Computations, 14(3), 256-280.
  43. Dutta, A. and White, D.W. (1997). “Automated Solution Procedures for Negotiating Abrupt Non-linearities and Branch Points,” Engineering Computations, 14(1), 31-56.
  44. White, D.W. (1996). "Comprehensive Performance Assessment of Building Structural Systems: Research to Practice." Engineering Structures, 18(10), 778-785.
  45. Moni, S. and White, D.W. (1996). “FrameView: Object-Oriented Visualization System for Frame Analysis,” Journal of Computing in Civil Engineering, ASCE, 10(4), 276-285.
  46. Lu, J., White, D.W., Chen, W.F., and Dunsmore, H.E. (1995) "A Matrix Library in C++ for Structural Engineering Computing." Computers & Structures, 55(1), 95-111.
  47. Zaghoul, S.M., White, T.D., Ramirez, J.A., White, D.W., and NBR, Prasad (1994). "Computerized Overload Permitting Procedure for Indiana," Transportation Research Record, National Research Council, Washington, D.C., No. 448, October, 40-52.
  48. Liew, J.Y.R., White, D.W., and Chen, W.F. (1994). "Notional Load Plastic Hinge Method for Frame Design." Journal of Structural Engineering, ASCE, 120(5), 1434-1454.
  49. Hajjar, J.F. and White, D.W. (1994), "The Accuracy of Column Stability Calculations in Unbraced Frames and the Influence of Columns with K Less Than One," Engineering Journal, AISC, 31(3), 88-97.
  50. Greschik, G., White, D.W., McGuire, W., and Abel, J.F. (1993). "On the Correlation of Analyses and Tests of the Inelastic Flexural Behavior of Wide-Flange Steel Beams." Computers and Structures, 48(3), 511-522.
  51. White, D.W., and Dutta, A. (1993). "Numerical Studies of Moment-Rotation Behavior in Steel and Composite Steel-Concrete Bridge Girders." Transportation Research Record, No. 1380, Autostress Design of Highway Bridges, National Research Council, Washington, D.C., 19-27.
  52. Abdel-Ghaffar, M.M., White, D.W., and Chen, W.F. (1993). "An Error Estimate and Step Size Control Method for Nonlinear Solution Techniques." Finite Elements in Analysis and Design, 13, 137-148.
  53. White, D.W. (1993). "Plastic Hinge Methods for Advanced Analysis of Steel Frames." Journal of Constructional Steel Research 24(2), 121-152.
  54. Liew, J.Y.R., White, D.W., and Chen, W.F. (1993d). "Second-Order Refined Plastic-Hinge Analysis for Frame Design - Part II." Journal of Structural Engineering, ASCE, 119(11), 3217-3237.
  55. Liew, J.Y.R., White, D.W., and Chen, W.F. (1993c). "Second-Order Refined Plastic-Hinge Analysis for Frame Design - Part I." Journal of Structural Engineering, ASCE, 119(11), 3196-3216.
  56. Liew, J.Y.R., White, D.W., and Chen, W.F. (1993b). "Limit States Design of Semi-Rigid Frames Using Advanced Analysis: Part 2: Analysis and Design." Journal of Constructional Steel Research 26(1), 29-57.
  57. Liew, J.Y.R., White, D.W., and Chen, W.F. (1993a). "Limit States Design of Semi-Rigid Frames Using Advanced Analysis: Part 1: Connection Modeling and Classification." Journal of Constructional Steel Research 26(1), 1-27.
  58. Sotelino, E.D., White, D.W., and Chen, W.F. (1992). "Domain-Specific Object-Oriented Environment for Parallel Computing." Journal of Singapore Structural Steel Society 3(1), 47-60.
  59. Dutta, A., and White, D.W. (1992). "Large Displacement Formulation of a Three-Dimensional Beam Element with Cross-Sectional Warping." Computers and Structures 45(1), 9-24.
  60. King, W.F., White, D.W., and Chen, W.F. (1992b). "On Second-Order Inelastic Analysis Methods for Steel Frame Design." Journal of Structural Engineering, ASCE, 118(2), 408-428.
  61. King, W.S., White, D.W., and Chen, W.F. (1992a). "A Modified Plastic Hinge Method for Second-Order Inelastic Analysis of Rigid Frames." Structural Engineering Review 4(1), 31-41.
  62. Liew, J.Y.R., White, D.W., and Chen, W.F. (1991). "Beam-Column Design in Steel Frameworks -- Insights on Current Methods and Trends." Journal of Constructional Steel Research 18(4), 269-308.
  63. White, D.W., and Hajjar, J.F. (1991). "Application of Second-Order Elastic Analysis in LRFD: Research To Practice." Engineering Journal, AISC, 28(4), 133-148.
  64. White, D.W. and Abel, J.F. (1990). "Accurate and Efficient Nonlinear Formulation of a 9-Node Shell Element with Spurious Mode Control," Computers and Structures, 35(6), 621-642.
  65. Chen, W.F., White, D.W. and Zhang, H. (1990). "Preparing Structural Engineering Research and Education for the 21st Century, Journal of the Chinese Institute of Civil and Hydraulic Engineering, 2(2), 95-106.
  66. White, D.W. and Abel, J.F. (1989). "Testing of Shell Finite Element Accuracy and Robustness," Finite Elements in Analysis and Design, 6(2), 129-151.
  67. White, D.W. and Abel, J.F. (1988). "Bibliography on Finite Elements and Supercomputing," Communications in Applied Numerical Methods, 4(2), 279-294.

Books

  1. Griffis, L. and White, D.W. (2012). Stability Design of Steel Buildings, AISC Design Guide 26, 190 pp. (to appear).
  2. White, D.W. (2011). “Structural Behavior of Steel,” Chapter 6, Steel Bridge Design Handbook, National Steel Bridge Alliance, 189 pp. (to appear).
  3. Kaehler, R., White, D.W., and Kim, Y.D. (2011). Design of Frames Using Web-Tapered Members, AISC/MBMA Design Guide 25, 204 pp.
  4. AASHTO/NSBA Steel Bridge Collaboration Task Group 13, “Guidelines for Steel Girder Bridge Analysis,” Document G13.1, 1st Edition, 155 pp.
  5. Surovek, A., Alemdar, B., Camotim, D., Hajjar, J., Teh, L., White, D.W. and Ziemian, R.D. (2011). “Advanced Analysis in Steel Frame Design,” Committee on Compression and Flexural Members, ASCE/SEI, 51 pp.
  6. White, D.W. (2010). “Beams,” Chapter 5, Guide to Stability Design Criteria for Metal Structures, Structural Stability Research Council, 5th ed., Wiley.
  7. Deierlein, G.G. and White, D.W. (1998). “Frame Stability,” Chapter 16, Guide to Stability Design Criteria for Metal Structures, Structural Stability Research Council, 5th ed., Wiley.
  8. White, D.W. and Chen, W.F., eds. (1998). Innovations in Stability Concepts and Methods for Seismic Design in Structural Steel, Proceedings, US-Japan Seminar, Engineering Structures, 20(4-6), 569 pp.
  9. White, D.W. and Hajjar, J.F. (1997b). “Frames That Can Be Designed Without Consideration of Effective Length or Notional Load,” Chapter 5 of Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design, Technical Committee on Load and Resistance Factor Design, Task Committee on Effective Length, ASCE, pp. 279-317.
  10. Hajjar, J.F. and White, D.W. (1997a). “Effective Length Approaches,” Chapter 2 of Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design, Technical Committee on Load and Resistance Factor Design, Task Committee on Effective Length, ASCE, pp. 33-129.
  11. White, D.W. (1997). “Introduction,” Chapter 1 of Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design, Technical Committee on Load and Resistance Factor Design, Task Committee on Effective Length, ASCE, pp. 1-32.
  12. White, D.W. and Chen, W.F., eds. (1993). Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames: An Assessment of the State-of-the-Art, Structural Stability Research Council, Lehigh Univ., Bethlehem, PA, 299 pp.
  13. White, D.W., Liew, J.Y.R., and Chen, W.F. (1993). "Toward Advanced Analysis in LRFD," Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames: An Assessment of the State-of-the-Art, Structural Stability Research Council, Lehigh Univ., pp. 95-173.
  14. White, D.W. and Chen, W.F. (1993). "Introduction," Plastic Hinge Based Methods for Advanced Analysis and Design of Steel Frames: An Assessment of the State-of-the-Art, Structural Stability Research Council, Lehigh Univ., Bethlehem, PA, pp. 1-22.
  15. Liew, J.Y.R., White, D.W., and Chen, W.F. (1992). "Beam-Columns," Constructional Steel Design: An International Guide, Chapter 2.5, Elsevier Science, London, pp. 105-132.

Proceedings

  1. White, D.W. (2012). “Behavior and Design of Horizontally Curved Composite I-Girder Bridge Structural Systems: FHWA Research and AASHTO Design Provisions,” Keynote paper, 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, Singapore, July (to appear).
  2. Ocel, J., Zobel, R., White, D. and Leon, R. (2012). “FHWA Full-Scale Testing of Steel Truss Bridge Gusset Plate Connections,” IABMS 2012, 6th International Conference on Bridge Maintenance, Safety and Management, Lake Como, Italy, July, 9 pp. (to appear).
  3. Sanchez, A., and White, D.W. (2012). “Effects of Skew on the Behavior of Steel I-Girder Bridges During Construction,” Proceedings of International Bridge Conference, Pittsburgh, PA, June (to appear).
  4. Chavel, B., Sanchez, A., White, D., Coletti, D., Ozgur, C. and Jimenez, J. (2012). “Erection Engineering Analysis for Curved and Skewed Girder Bridges,” Proceedings, Structures Congress, Structural Engineering Institute, ASCE, April, 12 pp. (to appear).
  5. Mentes, Y., Kim, Y.D., Zobel, R.S., Iadicola, M. White, D.W., Leon, R.T., and Ocel, J.M. (2011). “Analytical and Experimental Assessment of Steel Truss Gusset Plate Connections,” Proceedings of International Bridge Conference, Paper 11-34, Pittsburgh, PA, June, 8 pp.
  6. Bishop, C.D., Sharma, A., Kim, Y.D. and White, D.W. (2011). “Flange Bracing Requirements for Stability of Metal Building Systems,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Pittsburgh, PA, 10 pp.
  7. Ocel, J.M., Hartmann, J.L., Zobel, R., White, D.W., and Leon, R.T. (2010). “Inspection and Rating of Gusset Plates – A Response to the I-35W Bridge Collapse,” US/Japan steel bridge workshop, Japan, September, 16 pp.
  8. Ozgur, C., White, D.W. and Leon, R.T. (2010). “Behavior of Curved and Skewed I-Girder Bridge Systems During Construction and Recommendations for Practice,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Orlando, FL, 431-450.
  9. Kim, Y.D. and White, D.W. (2010). “Lateral Torsional Buckling Strength of Prismatic and Web-Tapered I-Beams: Reliability Assessment,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Orlando, FL, 725-744.
  10. Kim, Y.D. and White, D.W. (2008). “Concepts and Calculations based on the New MBMA/AISC Guide to Frame Design Using Web-Tapered Members,” Proceedings (CD-ROM), Structures Congress, Structural Engineering Institute, ASCE, Vancouver, BC, 10 pp.
  11. Alemdar, B.N. and White, D.W. (2008). “A New 3D Co-Rotational Beam-Column Element,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Nashville, TN, 175-194.
  12. Kim, Y.D. and White, D.W. (2008). “Lateral-Torsional Buckling Strength of Prismatic and Web-Tapered Beams,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Nashville, TN, 155-174.
  13. White, D.W. (2007). “The Direct Analysis Method: A New AISC Approach to Stability Design,” Proceedings, Proceedings, 3rd International Conference on Steel and Composite Structures, Special Session on Codification (Invited papers), Univ. of Manchester, Manchester, England, August, 83-88.
  14. Kim, Y.D. and White, D.W. (2007b). “Practical Buckling Solutions for Web-Tapered Members,” Proceedings, Annual Stability Conference, Structural Stability Research Council, New Orleans, LA, 259-278.
  15. Kim, Y.D., and White, D.W. (2007a). “Finite Element Simulation of the Strength Behavior of Web-Tapered Members and Frames,” Proceedings (CD-ROM), 18th Engineering Mechanics Division Conference, ASCE, Blacksburg, VA, 6 pp.
  16. White, D.W., and Griffis, L. (2007). “Stability Design of Steel Buildings: Highlights of a New AISC Design Code,” Proceedings (CD-ROM), National Steel Construction Conference, AISC, New Orleans, LA, April, 29 pp.
  17. Chang, C.-J., and White, D.W. (2006). “Construction Simulation of Curved I-Girder Bridge Systems,” Proceedings, Annual Stability Conference, Structural Stability Research Council, San Antonio, TX, 93-114.
  18. Jung, S.-K., and White, D.W. (2006). “Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems,” Proceedings, Annual Stability Conference, Structural Stability Research Council, San Antonio, TX, 143-162.
  19. Surovek, A., Camotim, D., Hajjar, J., Teh, L., White, D., and Ziemian, R. (2006). “Direct Second-Order Inelastic Analysis for the Design of Steel Structures,” Proceedings (CD-ROM), Structures Congress, ASCE/SEI, St. Louis, MO, 5 pp.
  20. Jung, S.-K., White, D.W., Beshah, F., and Wright, W. (2005). “Ultimate Strength of Horizontally Curved Composite I-Girder Bridge Structural Systems,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Montreal, Quebec, 327-347.
  21. Chang, C.-J., White, D.W., Beshah, F., and Wright, W. (2005). “Design Analysis of Curved I-Girder Bridge Systems – An Assessment of Modeling Strategies,” Proceedings, Annual Stability Conference, Structural Stability Research Council, Montreal, Quebec, 349-369.
  22. Barth, K.E., Righman, J., and White, D.W. (2005). “On the Inelastic Design of Steel I Girder Bridges,” Proceedings (CD-ROM), Structures Congress, ASCE/SEI, New York, NY, 2 pp.
  23. White, D.W. (2005a). “Unified Approach for the Flexural Stability Design of Steel I-Section Members,” Proceedings (CD-ROM), Structures Congress, ASCE/SEI, New York, NY, 11 pp.
  24. Alemdar, B.N., and White, D.W. (2004). “A Full Nonlinear Three Dimensional Displacement-based Co-rotational Formulation for Beam-Column Finite Elements,” Proceedings (CD-ROM), 6th International Congress on Advances in Civil Engineering, 6-8 October, Bogazici University, Istanbul, Turkey, 10 pp.
  25. Nukala, P.K.V.V., and White, D.W. (2004). “Three-Dimensional Formulation of a Mixed Corotational Beam Element,” Proceedings (CD-ROM), Engineering Mechanics Conference, ASCE, 10 pp.
  26. White, D.W., and Grubb, M.A. (2004). “Comprehensive Update to AASHTO LRFD Provisions for Flexural Design of I-Girders,” Proceedings (CD-ROM), Structures Congress, ASCE/SEI, Nashville, TN, 8 pp.
  27. Righman, J.E., Barth, K.E., White, D.W., and Yang, L. (2004). “Development of Web Slenderness Limits to Assure Compact Steel I-Girder Performance,” Proceedings, Annual Stability Conference, Structural Stability Research Council, 59-78.
  28. Kuchenbecker, G.H., White, D.W. and Surovek-Maleck, A.E. (2004). “Simplified Design of Building Frames Using First-Order Analysis and K=1,” Annual Technical Session, Structural Stability Research Council, 119-138.
  29. Righman, J.E., Barth, K.E., White, D.W. and Barker, M.G. (2003). “On the Inelastic Design of Steel I-Girder Bridges,” Proceedings, Annual Technical Session, Structural Stability Research Council, 619-638.
  30. Maleck, A.E. and White, D.W. (2003c). “Direct Analysis Approach for the Assessment of Frame Stability: Verification Studies,” Proceedings, Annual Technical Session, Structural Stability Research Council, 423-442.
  31. Kim, S.-C. and White, D.W., (2002). “Three-dimensional nonlinear time history analysis of low-rise shear wall buildings with flexible floor diaphragms,” Proceedings, Seventh U.S. National Conference on Earthquake Engineering, Boston, MA, 12 pp.
  32. Deierlein, G.G., Hajjar, J.F., Yura, J.A., White, D.W. and Baker, W.F. (2002). “Proposed New Requirements for Frame Stability Using Second-Order Analysis,” Proceedings, Annual Technical Session, Structural Stability Research Council, 1-20.
  33. White, D.W. (2002a). “Development of Unified Equations for Design of Curved and Straight Steel Bridge I Girders,” Proceedings, Structures Congress, ASCE/SEI, 2 pp.
  34. White, D.W., Barker, M.G, and Azizinamini, A. (2002). “Shear Strength and Moment-Shear Interaction in Unstiffened and Transversely-Stiffened Steel I-Girders,” Proceedings, Structures Congress, ASCE/SEI, 2 pp.
  35. Maleck, A.E. and White, D.W. (2001). “A Modified Elastic Approach for the Design of Steel Frames,” Proceedings, Annual Technical Session, Structural Stability Research Council, pp. 43-62.
  36. White, D.W., Alemdar, B.N., and Nukala, P.K.V.V. (2000) “Mixed finite elements for three-dimensional nonlinear analysis of steel frames,” Proc., First Int. Conf. Structural Stability and Dynamics, 7-9 December 2000, Taipei, Taiwan, Y. B. Yang, L. J. Leu, and S. H. Hsieh, eds., pp. 131-140.
  37. Maleck, A.E. and White, D.W. (2000b). “Analysis and design methods for partially-restrained steel framing systems,” Proceedings, Annual Technical Session, Structural Stability Research Council, 14 pp.
  38. Maleck, A.E. and White, D.W. (2000a). “Behavior and design of partially-restrained composite framing systems,” NATO Advanced Research Workshop, The Paramount Role of Joints into the Reliable Response of Structures: From Rigid and Pinned Joints to the Notion of Semi-Rigidity, C.C. Baniotopoulos (ed.) Ouranoupolis, Greece, 21-23 May, pp 17-30.
  39. White, D.W., Alemdar, B.N., Taylor, J., Leon, R., Green, T. (2000). “Nonlinear analysis of PRC frames using partial-composite beam elements and component-based connection models,” 6th ASCCS International Conference on Steel-Concrete Composite Structures, March 22-24 , San Diego, CA, 8 pp.
  40. Alemdar, B.N., Taylor, J., White, D.W. and Leon, R.T. (1999). “Three-Dimensional Nonlinear Dynamic Analysis of Steel Building Structures with Partially-Restrained Composite Connections," Proceedings, Structures Congress, ASCE/SEI, 402-405.
  41. Maleck, A.E. and White, D.W. (1998). "Effects of Geometric Imperfections in Steel Framing Systems," Proceedings, Annual Technical Session and Meeting, SSRC, pp. 43-52.
  42. Sotelino, E.D., Chen, W.F., and White, D.W. (1998). “Future Challenges for Simulation in Structural Engineering,” 4th World Computational Mechanics Congress, Buenos Aires, Argentina, June 29 - July 2, 18 pp.
  43. White, D.W. and Hajjar, J.F., (1997) “Stability of Steel Frames: The Cases for Simple Elastic and Rigorous Inelastic Analysis/Design Procedures,” Innovations in Structural Design: Strength, Stability, Reliability, Symposium Honoring T.V. Galambos, Univ. of Minnesota, Minneapolis, MN, June 6-7, pp. 111-122.
  44. Barth, K.E. and White, D.W. (1997). “Moment-Rotation Relationships for Inelastic Design of Steel Girder Bridges,” Proceedings, Annual Technical Session and Meeting, SSRC, pp. 339-355.
  45. White, D.W. and Nukala, P.K.V.V. (1997), “Recent Advances in Methods for Inelastic Frame Analysis: Implications for Design and a Look Toward the Future,” Proceedings: National Steel Construction Conference, AISC, pp. 43-1 to 43-24.
  46. White, D.W. and Chen, W.F. (1996). "Characteristic Semi-Rigid Connection Relationships for Frame Analysis and Design," Connections in Steel Structures III: Behavior, Strength and Design, Third International Workshop, 28 - 31 May 1995, Trento, Italy, Permagon, pp. 299-308.
  47. Morales, L.E. and White, D.W. (1995). "Plastic Zone Analysis of Steel Frames," Proceedings of 1995 Engineering Mechanics Conference, ASCE, Boulder, CO., 4
  48. Hajjar, J.F. and White, D.W. (1995b). "Stability Provisions in the 1993 AISC LRFD Specification," Proceedings of '95 Structures Congress, ASCE, Boston, MA., pp. 726-729
  49. Hajjar, J.F. and White, D.W. (1995a). "Effective Length and Equivalent Imperfection Approaches for Assessing Frame Stability: Implications for American Steel Design," Proceedings of '95 Structures Congress, ASCE, Boston, MA, pp. 1785-1788.
  50. Hsieh, S.-H., Sotelino, E.D., White, D.W., and Chen, W.F. (1995). "Toward Object-Oriented Parallel Finite Element Computations," High Performance Computing-ASIA '95, September 1995, Taiwan R.O.C.
  51. Maleck, A.E., White, D.W., and Chen, W.F. (1995). "Practical Application of Advanced Analysis in Steel Design," Fourth Pacific Structural Steel Conference, 25-27 October 1995, Singapore, pp. 119-126.
  52. Hsieh, S.H., Sotelino, E.D., White, D.W., and Chen, W.F. (1994). "An Object-Oriented Environment for Domain Partitioning in Parallel Finite Element Computations," Second International Conference on Computational Structures Technology, Athens, Greece.
  53. Lu, J., White, D.W., Chen, W.F., Dunsmore, H.E., and Sotelino, E.D. (1994). "FE++: An Object-Oriented Application Framework for Finite Element Programming," The Second Annual Object-Oriented Numerics Conference, Sunriver, Oregon., pp. 438-447.
  54. Sotelino, E.D., White, D.W., and Chen, W.F. (1994). "An Automated Environment for Parallel Computing," Proceedings of '94 Structures Congress, ASCE, Atlanta, GA, pp. 193-202.
  55. White, D.W. (1994). "Comprehensive Performance Assessment of Building Structural Systems: Research to Practice", Proceedings, Theme Session Paper, 50th Anniversary Conference, SSRC -- Link Between Research and Practice, Structural Stability Research Council, pp. 181-195.
  56. Chen, W.F., Sotelino, E.D., and White, D.W. (1993). "High Performance Computing in Civil Engineering Applications," Proceedings, 1993 Conference on Computer Applications in Civil Engineering, Taiwan, ROC, 18 pp.
  57. White, D.W. (1993). "Inelastic Behavior of Noncompact Steel Bridge Girders," Structural Engineering in Natural Hazards Mitigation, Proceedings of Structures Congress '93, ASCE, Irvine, CA, pp. 1251-1256.
  58. White, D.W. (1992). "Advanced Analysis/Design of a Typical Moment Frame," Proceedings, 1992 Structures Congress, ASCE, San Antonio, TX, pp. 330-333.
  59. Hajjar, J.F., and White, D.W. (1992). "On the Need for the Effective Length Concept in LRFD," Proceedings, 1992 Structures Congress, ASCE, San Antonio, TX, pp. 334-337.
  60. Abdel-Ghaffar, M., White, D.W., and Chen, W.F. (1992). "An Error Estimate and Step Size Control Method for Nonlinear Solution Techniques," Proceedings of the 1992 SSRC Annual Technical Session and Meeting, Pittsburgh, PA, pp. 291-302.
  61. Dutta, A., and White, D.W. (1992). "Global Solution Techniques for Tracing the Post-Critical Response of Plated Structures," Proceedings of the 1992 SSRC Annual Technical Session and Meeting, Pittsburgh, PA, pp. 303-314.
  62. White, D.W., and Chen, W.F. (1992). "Advanced Analysis for Frame Design," Proceedings of the 1992 NSF Structures, Geomechanics and Building Systems Grantees' Conference, San Juan, Puerto Rico, pp. 100-103.
  63. Liew, J.Y.R., White, D.W., and Chen, W.F. (1991). "On K-Factors for Beam-Column Design in Steel Frameworks," Proceedings, 1991 Structural Engineering Congress, ASCE, Indianapolis, IN, pp. 494-497.
  64. Abdel-Ghaffar, M., White, D.W., and Chen, W.F. (1991). "Simplified Second-Order Inelastic Analysis for Steel Frame Design," Proceedings of the Sessions on Approximate Methods of Structural Analysis and Design, and Verification Procedures, 1991 Structural Engineering Congress, ASCE, Indianapolis, IN, pp. 47-62.
  65. Greschik, G., Dutta, A., White, D.W., and Abel, J.F. (1991). "Some Self-Adaptive Techniques for Analysis of Peak-Load and Post-Collapse Behavior of Shells," Proceedings, First U.S. National Congress on Computational Mechanics, Chicago, IL, July 1991, p. 44.
  66. White, D.W., Liew, J.Y.R., and Chen, W.F. (1991). "Consideration of Inelastic Stability in Frame Design," Proceedings of the William McGuire Symposium, Cornell University, Ithaca, NY, pp. 27-41.
  67. White, D.W., Liew, J.Y.R., and Chen, W.F. (1991). "Consideration of Inelastic Stability in Frame Design," Theme Session Paper, Proceedings of the 1991 SSRC Annual Technical Session and Meeting, Chicago, Illinois, pp. 65-76.
  68. White, D.W. and Chen, W.F. (1990). "Second-Order Inelastic Analysis for Frame Design," Keynote Paper, Proceedings of the National Symposium on Advances in Steel Structures, Indian Institute of Technology, Madras, India, pp. 461-474.
  69. White, D.W. and Dutta, A. (1990). "Numerical Studies of Moment-Rotation Behavior in Steel Bridge Girders," Theme Session Paper, Proceedings of the 1990 SSRC Annual Technical Session and Meeting, St. Louis, MO, pp. 73-83.
  70. Greschik, G., White, D.W., McGuire, W. and Abel, J.F. (1990). "Toward the Prediction of Flexural Ductility of Wide-Flange Beams for Seismic Design," Proceedings of the 4th U.S. National Conference on Earthquake Engineering, Vol. 2, pp. 107-115.
  71. Ziemian, R., White, D.W., Deierlein, G., and McGuire, W. (1990). "One Approach to Inelastic Analysis and Design," Proceedings of the 1990 National Steel Construction Conference, AISC, Kansas City, MO, pp. 19-1 to 19-19.
  72. White, D.W. and Hajjar, J.F. (1990). "Application of Second-Order Elastic Analysis in LRFD: Research to Practice, Proceedings of the 1990 National Steel Construction Conference, AISC, Kansas City, MO, pp. 11-1 to 11-22.
  73. Greschik, G., White, D.W. and McGuire, W. (1989). "Evaluation of the Rotation Capacity of Wide-Flange Beams Using Shell Finite Elements," Proceedings, 1989 Structural Engineering Congress, ASCE, San Francisco, CA, pp. 590-599.
  74. White, D.W. and McGuire, W. (1988). "Detailed Modeling of the Cyclic Response of Structural Steel Frame Subassemblages," Proceedings of the Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan.
  75. White, D.W. and Abel, J.F. (1987). "Some Experience with Testing Shell Finite Elements," Proceedings of the Conference on Quality Assurance and Standards, National Agency for Finite Element Methods and Standards, Brighton, England.