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Daniel Linzell
Daniel Linzell
Assoc. Dean, Grad & Int’l Pgms, College of Engineering, Univ. of Nebraska-Lincoln
Verified email at unl.edu - Homepage
Title
Cited by
Cited by
Year
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
1392010
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
1392005
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
1342013
Horizontally curved steel bridge seismic vulnerability assessment
J Seo, DG Linzell
Engineering Structures 34, 21-32, 2012
1222012
Predicted and measured response of an integral abutment bridge
JL Fennema, JA Laman, DG Linzell
Journal of Bridge Engineering 10 (6), 666-677, 2005
872005
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
792019
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
672004
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
502012
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
492020
Curved steel I-girder bridges: Experimental and analytical studies
A Zureick, D Linzell, RT Leon, J Burrell
Engineering Structures 22 (2), 180-190, 2000
482000
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
472013
Parameters influencing seismic response of horizontally curved, steel, I-girder bridges
DG Linzell, VP Nadakuditi
Steel and Composite Structures 11 (1), 21-38, 2011
472011
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
442003
Thermally induced superstructure stress in prestressed girder integral abutment bridges
MD Paul, JA Laman, DG Linzell
Pennsylvania State University, 2003
412003
Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight
DG Linzell
Georgia institute of technology, 1999
391999
Live load radial moment distribution for horizontally curved bridges
WS Kim, JA Laman, DG Linzell
Journal of Bridge Engineering 12 (6), 727-736, 2007
372007
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
362006
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
342004
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
322020
Response of a continuous, skewed, steel bridge during deck placement
TW Choo, DG Linzell, JI Lee, JA Swanson
Journal of Constructional Steel Research 61 (5), 567-586, 2005
322005
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