| Beam element formulation and solution procedure for dynamic progressive collapse analysis G Kaewkulchai, EB Williamson Computers & Structures 82 (7-8), 639-651, 2004 | 292 | 2004 |
| Static equivalency in progressive collapse alternate path analysis: Reducing conservatism while retaining structural integrity P Ruth, KA Marchand, EB Williamson Journal of Performance of Constructed Facilities 20 (4), 349-364, 2006 | 208 | 2006 |
| Analysis and design of critical bridges subjected to blast loads DG Winget, KA Marchand, EB Williamson Journal of Structural Engineering 131 (8), 1243-1255, 2005 | 164 | 2005 |
| Blast-resistant highway bridges: Design and detailing guidelines EB Williamson Transportation Research Board, 2010 | 130 | 2010 |
| Performance of bridge columns subjected to blast loads. I: Experimental program EB Williamson, O Bayrak, C Davis, GD Williams Journal of Bridge Engineering 16 (6), 693-702, 2011 | 111 | 2011 |
| Dynamic behavior of planar frames during progressive collapse G Kaewkulchai, EB Williamson 16th ASCE engineering mechanics conference, 16-18, 2003 | 111 | 2003 |
| Risk management and design of critical bridges for terrorist attacks EB Williamson, DG Winget Journal of Bridge Engineering 10 (1), 96-106, 2005 | 103 | 2005 |
| Evaluation of Damage and P-Δ Effects for Systems Under Earthquake Excitation EB Williamson Journal of Structural Engineering 129 (8), 1036-1046, 2003 | 99 | 2003 |
| Modeling the impact of failed members for progressive collapse analysis of frame structures G Kaewkulchai, EB Williamson Journal of Performance of Constructed Facilities 20 (4), 375-383, 2006 | 96 | 2006 |
| Long‐term safety and efficacy of Eculizumab in Aquaporin‐4 IgG‐positive NMOSD DM Wingerchuk, K Fujihara, J Palace, A Berthele, M Levy, HJ Kim, ... Annals of neurology 89 (6), 1088-1098, 2021 | 92 | 2021 |
| Response of reinforced concrete bridge columns subjected to blast loads GD Williams, EB Williamson Journal of Structural Engineering 137 (9), 903-913, 2011 | 92 | 2011 |
| Performance of bridge columns subjected to blast loads. II: Results and recommendations EB Williamson, O Bayrak, C Davis, G Daniel Williams Journal of Bridge Engineering 16 (6), 703-710, 2011 | 89 | 2011 |
| Composite shear stud strength at early concrete ages C Topkaya, JA Yura, EB Williamson Journal of Structural Engineering 130 (6), 952-960, 2004 | 80 | 2004 |
| DoD research and criteria for the design of buildings to resist progressive collapse D Stevens, B Crowder, D Sunshine, K Marchand, R Smilowitz, ... Journal of Structural Engineering 137 (9), 870-880, 2011 | 75 | 2011 |
| Behavior of curved steel trapezoidal box-girders during construction C Topkaya, EB Williamson, KH Frank Engineering Structures 26 (6), 721-733, 2004 | 60 | 2004 |
| Robustness assessment of building structures under explosion HZ Jahromi, BA Izzuddin, DA Nethercot, S Donahue, M Hadjioannou, ... Buildings 2 (4), 497-518, 2012 | 47 | 2012 |
| Large-scale experimental tests of composite steel floor systems subjected to column loss scenarios M Hadjioannou, S Donahue, EB Williamson, MD Engelhardt Journal of Structural Engineering 144 (2), 04017184, 2018 | 42 | 2018 |
| Procedure for predicting blast loads acting on bridge columns GD Williams, EB Williamson Journal of Bridge Engineering 17 (3), 490-499, 2012 | 37 | 2012 |
| Dynamic stability of structural systems subjected to base excitation KD Hjelmstad, EB Williamson Engineering structures 20 (4-6), 425-432, 1998 | 37 | 1998 |
| Simplified method for evaluating the redundancy of twin steel box-girder bridges VA Samaras, JP Sutton, EB Williamson, KH Frank Journal of Bridge Engineering 17 (3), 470-480, 2012 | 33 | 2012 |
