Finite element analysis of steel beam to column connections subjected to blast loads T Sabuwala, D Linzell, T Krauthammer International Journal of Impact Engineering 31 (7), 861-876, 2005 | 141 | 2005 |
Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges AM Coughlin, ES Musselman, AJ Schokker, DG Linzell International Journal of Impact Engineering 37 (5), 521-529, 2010 | 139 | 2010 |
Use of response surface metamodels to generate system level fragilities for existing curved steel bridges J Seo, DG Linzell Engineering Structures 52, 642-653, 2013 | 136 | 2013 |
Horizontally curved steel bridge seismic vulnerability assessment J Seo, DG Linzell Engineering Structures 34, 21-32, 2012 | 123 | 2012 |
Predicted and measured response of an integral abutment bridge JL Fennema, JA Laman, DG Linzell Journal of Bridge Engineering 10 (6), 666-677, 2005 | 87 | 2005 |
Damage detection in structural systems utilizing artificial neural networks and proper orthogonal decomposition S Eftekhar Azam, A Rageh, D Linzell Structural Control and Health Monitoring 26 (2), e2288, 2019 | 83 | 2019 |
Historical perspective on horizontally curved I girder bridge design in the United States D Linzell, D Hall, D White Journal of Bridge Engineering 9 (3), 218-229, 2004 | 68 | 2004 |
Skewed concrete box girder bridge static and dynamic testing and analysis XH He, XW Sheng, A Scanlon, DG Linzell, XD Yu Engineering Structures 39, 38-49, 2012 | 51 | 2012 |
Steel railway bridge fatigue damage detection using numerical models and machine learning: Mitigating influence of modeling uncertainty A Rageh, SE Azam, DG Linzell International Journal of Fatigue 134, 105458, 2020 | 50 | 2020 |
Nonlinear seismic response and parametric examination of horizontally curved steel bridges using 3D computational models J Seo, DG Linzell Journal of Bridge Engineering 18 (3), 220-231, 2013 | 48 | 2013 |
Curved steel I-girder bridges: Experimental and analytical studies A Zureick, D Linzell, RT Leon, J Burrell Engineering Structures 22 (2), 180-190, 2000 | 48 | 2000 |
Parameters influencing seismic response of horizontally curved, steel, I-girder bridges DG Linzell, VP Nadakuditi Steel and Composite Structures 11 (1), 21-38, 2011 | 47 | 2011 |
Cross-frame and lateral bracing influence on curved steel bridge free vibration response H Maneetes, DG Linzell Journal of constructional steel research 59 (9), 1101-1117, 2003 | 44 | 2003 |
Thermally induced superstructure stress in prestressed girder integral abutment bridges MD Paul, JA Laman, DG Linzell Pennsylvania State University, 2003 | 41 | 2003 |
Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight DG Linzell Georgia institute of technology, 1999 | 39 | 1999 |
Live load radial moment distribution for horizontally curved bridges WS Kim, JA Laman, DG Linzell Journal of Bridge Engineering 12 (6), 727-736, 2007 | 38 | 2007 |
Examination of level of analysis accuracy for curved I-girder bridges through comparisons to field data D Nevling, D Linzell, J Laman Journal of Bridge Engineering 11 (2), 160-168, 2006 | 37 | 2006 |
Experimental and analytical studies of a horizontally curved steel I-girder bridge during erection D Linzell, RT Leon, AH Zureick Journal of Bridge Engineering 9 (6), 521-530, 2004 | 34 | 2004 |
Auto-regressive model based input and parameter estimation for nonlinear finite element models J Castiglione, R Astroza, SE Azam, D Linzell Mechanical Systems and Signal Processing 143, 106779, 2020 | 33 | 2020 |
Characterization of material properties of HPS-485W (70 W) TMCP for bridge girder applications CR Kayser, JA Swanson, DG Linzell Journal of bridge engineering 11 (1), 99-108, 2006 | 32 | 2006 |