D. Linzell

发表

Effectiveness of advanced coating systems for mitigating blast effects on steel components

L. Long, C. Chen, E. Alpman, 2008 .

Validation of modified shear buckling coefficients for horizontally curved steel plate girders

D. Linzell, B. Frankl, 2020 .

Experimental and Numerical Response of a 1915 Riveted Through-Girder Bridge

Daniel G. Linzell, Deanna L. Nevling, Adrian A. Kollias, 2002 .

Computational modeling and dynamic response of highway bridge columns subjected to combined vehicle collision and air blast

Jennifer D. Rasmussen, D. Linzell, Chen Fang, 2021, Engineering Failure Analysis.

Field-scale testing and numerical investigation of soil-boulder interaction under vehicular impact using FEM and coupled FEM-SPH formulations

T. Qiu, Z. Rado, D. Linzell, 2016 .

Output-Only Nonlinear Finite Element Model Updating Using Autoregressive Process

Saeed Eftekhar Azam, Daniel G. Linzell, Rodrigo Astroza, 2020 .

Experimental Validation and Numerical Investigation of Virtual Strain Sensing Methods for Steel Railway Bridges

S. E. Azam, Ahmed Rageh, D. Linzell, 2022, Journal of Sound and Vibration.

Numerical Modeling and Performance Assessment of Bridge Column Strengthened by FRP and Polyurea under Combined Collision and Blast Loading

Jennifer D. Rasmussen, D. Linzell, Tewodros Yosef, 2022, Journal of Composites for Construction.

Characterization of Material Properties of HPS-485W "70 W… TMCP for Bridge Girder Applications

Caroline R. Kayser, D. Linzell, J. Swanson, 2006 .

Modeling end notched flexure tests to establish cohesive element Mode II fracture parameters

C. Chen, D. Linzell, 2010 .

Design and Field Monitoring of Horizontally Curved Steel Plate Girder Bridge

Daniel G. Linzell, Daniel E. Domalik, Jason F Shura, 2005 .

Numerical Simulations of Dynamic Behavior of Polyurea Toughened Steel Plates under Impact Loading

Daniel G. Linzell, Chien-Chung Chen, C. Chen, 2014, J. Comput. Eng..

Damage detection in structural systems utilizing artificial neural networks and proper orthogonal decomposition

Saeed Eftekhar Azam, Daniel G. Linzell, Ahmed Rageh, 2018, Structural Control and Health Monitoring.

Verification of Performance and Design Criteria for High Performance Steel Bridge Girders

Daniel G. Linzell, Caroline Bennett, Min Lin, 2006 .

Response of a continuous, skewed, steel bridge during deck placement

Daniel G. Linzell, James A. Swanson, Tze-Wei Choo, 2005 .

Examination of Response of a Skewed Steel Bridge Superstructure During Deck Placement

Daniel G. Linzell, Jeffrey A. Laman, E K Norton, 2003 .

Evaluating pod-based unsupervised damage identification using controlled damage propagation of out-of-service bridges

D. Linzell, S. Ardani, E. Akintunde, 2023, Engineering structures.

FHWA EXPERIMENTAL STUDIES OF CURVED STEEL BRIDGE BEHAVIOR DURING CONSTRUCTION

Roberto T. Leon, Daniel G. Linzell, Abdul-Hamid Zureick, 1999 .

Unsupervised Machine Learning for Robust Bridge Damage Detection: Full-Scale Experimental Validation

Ahmed Rageh, D. Linzell, E. Akintunde, 2021, Engineering Structures.

Steel railway bridge fatigue damage detection using numerical models and machine learning: Mitigating influence of modeling uncertainty

Saeed Eftekhar Azam, Daniel G. Linzell, Ahmed Rageh, 2020 .

Comparison of measured and predicted response of manufactured circular steel tubular members under concentric and eccentric compressive and tensile loads

Roberto T. Leon, Daniel G. Linzell, Abdul-Hamid Zureick, 2003 .

Automated, strain-based, output-only bridge damage detection

Daniel G. Linzell, Ahmed Rageh, Saeed Eftekhar Azam, 2018, Journal of Civil Structural Health Monitoring.

Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges

Daniel G. Linzell, Andrea J Schokker, Eric Musselman, 2010 .

Horizontally curved steel bridge seismic vulnerability assessment

Junwon Seo, Daniel G. Linzell, D. Linzell, 2012 .

Dataset for large-scale, lateral-torsional buckling tests of continuous beams in a grillage system

Ahmed Rageh, D. Linzell, C. S. Sun, 2022, Data in brief.

Experimental Study of Continuous-Beam Lateral Torsional–Buckling Resistance with a Noncomposite Concrete Deck

Ahmed Rageh, C. Sun, J. Puckett, 2022, Journal of Structural Engineering.

Noncomposite concrete deck bracing effects on continuous steel stringer lateral torsional buckling resistance

J. Puckett, D. Linzell, Dinesha Kuruppuarachchi, 2023, Engineering Structures.

Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast

Jennifer D. Rasmussen, Chen Fang, D. Linzell, 2021, Journal of Bridge Engineering.

Experimental and numerical investigation on deflection and behavior of portable construction barrier subjected to vehicle impacts

Daniel G. Linzell, Ronald K. Faller, Jennifer D. Rasmussen, 2021 .

Examination of Steel Pin and Hanger Options—Retrofit to Replacement

Daniel G. Linzell, Chandana C. Balakrishna, C. Balakrishna, 2017 .

Web plumb influence on skewed I-girder, steel bridges during construction

Daniel G. Linzell, Chien-Chung Chen, M. Sharafbayani, 2011 .

Live Load Distribution and Dynamic Amplification on a Curved Prestressed Concrete Transit Rail Bridge

Daniel G. Linzell, John A. Lobo, Easa Khan, 2018, Journal of Bridge Engineering.

Use of response surface metamodels to generate system level fragilities for existing curved steel bridges

Junwon Seo, Daniel G. Linzell, D. Linzell, 2013 .

Automated, strain-based, output-only bridge damage detection

Ahmed Rageh, D. Linzell, S. Eftekhar Azam, 2018, Journal of Civil Structural Health Monitoring.

Nonlinear Seismic Response and Parametric Examination of Horizontally Curved Steel Bridges Using 3D Computational Models

Junwon Seo, Daniel G. Linzell, D. Linzell, 2013 .

Optimization of Design Details in Orthotropic Steel Decks Subjected to Static and Fatigue Loads

Daniel G. Linzell, Hani Nassif, Eui-Seung Hwang, 2013 .

Probabilistic Vulnerability Scenarios for Horizontally Curved Steel I-Girder Bridges under Earthquake Loads

Junwon Seo, Daniel G. Linzell, D. Linzell, 2010 .

Multi-Hazard-Resistant Behavior of CFRP- and Polyurea-Retrofitted Reinforced Concrete Two-Column Piers under Combined Collision–Blast Loading

D. Linzell, Tewodros Yosef, C. Fang, 2023, Materials.

Examining progressive collapse robustness of a high-rise reinforced concrete building

D. Linzell, C. Fang, 2021, Engineering Structures.

Influential Curved Steel Bridge Fragility Analysis Parameters

Junwon Seo, Daniel G. Linzell, D. Linzell, 2012 .