Daniel Linzell
Daniel Linzell
Assoc. Dean, Grad and Int’l Pgms, College of Engineering, University of Nebraska-Lincoln
Verified email at unl.edu - Homepage
Cited by
Cited by
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
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
Horizontally curved steel bridge seismic vulnerability assessment
J Seo, DG Linzell
Engineering Structures 34, 21-32, 2012
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
Predicted and measured response of an integral abutment bridge
JL Fennema, JA Laman, DG Linzell
Journal of Bridge Engineering 10 (6), 666-677, 2005
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
Curved steel I-girder bridges: Experimental and analytical studies
A Zureick, D Linzell, RT Leon, J Burrell
Engineering Structures 22 (2), 180-190, 2000
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
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
Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight
DG Linzell
Georgia institute of technology, 1999
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
Parameters influencing seismic response of horizontally curved, steel, I-girder bridges
DG Linzell, VP Nadakuditi
Steel and Composite Structures 11 (1), 21-38, 2011
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
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
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
Thermally induced superstructure stress in prestressed girder integral abutment bridges
MD Paul, JA Laman, DG Linzell
Pennsylvania State University, 2003
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
Live load radial moment distribution for horizontally curved bridges
WS Kim, JA Laman, DG Linzell
Journal of Bridge Engineering 12 (6), 727-736, 2007
Examination of response of a skewed steel bridge superstructure during deck placement
EK Norton, DG Linzell, JA Laman
Transportation research record 1845 (1), 66-75, 2003
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
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