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Daniel Linzell
Daniel Linzell
Assoc. Dean, Grad & Int’l Pgms, College of Engineering, Univ. of Nebraska-Lincoln
Overená e-mailová adresa na: unl.edu - Domovská stránka
Názov
Citované v
Citované v
Rok
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
1512005
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
1502010
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
1422013
Horizontally curved steel bridge seismic vulnerability assessment
J Seo, DG Linzell
Engineering Structures 34, 21-32, 2012
1292012
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
952019
Predicted and measured response of an integral abutment bridge
JL Fennema, JA Laman, DG Linzell
Journal of Bridge Engineering 10 (6), 666-677, 2005
892005
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
732004
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
622020
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
562012
Curved steel I-girder bridges: Experimental and analytical studies
A Zureick, D Linzell, RT Leon, J Burrell
Engineering Structures 22 (2), 180-190, 2000
512000
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
492013
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
482003
Parameters influencing seismic response of horizontally curved, steel, I-girder bridges
DG Linzell, VP Nadakuditi
Steel and Composite Structures, An International Journal 11 (1), 21-38, 2011
462011
Studies of a full-scale horizontally curved steel I-girder bridge system under self-weight
DG Linzell
Georgia institute of technology, 1999
421999
Live load radial moment distribution for horizontally curved bridges
WS Kim, JA Laman, DG Linzell
Journal of Bridge Engineering 12 (6), 727-736, 2007
402007
Thermally induced superstructure stresses in prestressed girder integral abutment bridges
M Paul, JA Laman, DG Linzell
Transportation Research Record: Journal of the transportation research board, 2005
402005
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
392006
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
382020
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
372004
Computational modeling and dynamic response of highway bridge columns subjected to combined vehicle collision and air blast
C Fang, TY Yosef, DG Linzell, JD Rasmussen
Engineering Failure Analysis 125, 105389, 2021
332021
Systém momentálne nemôže vykonať operáciu. Skúste to neskôr.
Články 1–20