James Swanson

James A. Swanson

Assoc Professor

Baldwin Hall

765D

CEAS - Civil Eng - 0071

Research Support

Grant: #TAA Investigators:Swanson, James 06-01-2004 -09-30-2004 Accutek Testing Laboratory Strength Testing of Conveyor Chains Role:PI $600.00 Closed Level:Industry

Grant: #TAA Investigators:Swanson, James 06-01-2004 -09-30-2004 Steven Schaefer Associates, Inc. Strength Testing of Scaffolding Joints Role:PI $1,000.00 Closed Level:Industry

Grant: #TAA Investigators:Swanson, James 03-01-2006 -05-31-2006 Accutek Testing Laboratory Fatigue Testing of Steel Tensile Specimens Role:PI $5,556.00 Closed Level:Industry

Grant: #No Cost Extension Investigators:Swanson, James 09-08-2003 -01-31-2004 American Institute of Steel Construction Hole Making Practices in the Fabrication of Steel Structures Role:PI $20,491.00 Closed Level:Private Non-Profit

Grant: #OSP05193 Investigators:Rassati, Gian; Swanson, James 10-01-2005 -09-30-2007 Research Council on Structural Connections Investigation of Resistance Factors for Bolted Connections Role:Collaborator $81,532.00 Active Level:Private Non-Profit

Grant: #TAA Investigators:Swanson, James 09-01-2004 -09-30-2004 GAMCO, Inc. Testing of GAMCO Aluminum Formwork Components Role:PI $600.00 Closed Level:Industry

Grant: #15X8938 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 03-01-2005 -12-31-2010 Cincinnati, City of Load Testing of Fort Washington Way Bridge 29 Role:Collaborator $127,662.00 Active Level:Local Government

Grant: #OSP01121/Ltr NCE Investigators:Swanson, James 10-23-2000 -06-30-2004 Federal Highway Administration Field and Laboratory Testing and Analysis of Existing CR-79 Steel Truss Bridge in Delaware County Role:PI $113,406.00 Closed Level:Federal

Grant: #OSP 01163 Investigators:Swanson, James 04-01-2001 -04-30-2002 Research Council on Structural Connections Effects of Variable Pretension on Bolted Connection Behavior Role:PI $41,316.00 Closed Level:Private Non-Profit

Grant: #11009/D Investigators:Swanson, James 08-01-2001 -12-31-2005 Federal Highway Administration Verification of Performance and Design Criteria for High Performance Steel Bridge Girders Role:PI $178,158.00 Closed Level:Federal

Grant: #SRS 07070668 Investigators:Rassati, Gian; Swanson, James 03-01-2007 -03-31-2008 Metal Building Manufacturer Association Investigation of the Resistance Factors for Fully-Threaded Structural Bolts Role:Collaborator $14,995.00 Active Level:Other

Grant: #SRS 004869001 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 05-07-2007 -05-20-2010 Department of Transportation Non-Destructive Testing and Evaluation of the Ironton-Russell Bridge Role:Collaborator $400,000.00 Closed Level:Federal

Grant: #SRS 005727 Investigators:Swanson, James 12-01-2006 -02-28-2007 Cincinnati Mine Machinery Co. Tensile Testing of Mining Chain and Mining Parts Role:PI $1,200.00 Closed Level:Industry

Grant: #14172 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 08-01-2008 -07-31-2010 Ohio Department of Transportation Load Testing of WAR-71-1514 (Jeremiah Morrow Bridge, Washington Township, Ohio) Role:Collaborator $224,226.00 Closed Level:State of Ohio

Grant: #ODOT 15389 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 10-31-2008 -06-30-2009 Ohio Department of Transportation Load Testing of HAM-32-0014, Cincinnati, OH Role:Collaborator $44,569.00 Closed Level:State of Ohio

Grant: #108031 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 10-01-2008 -09-30-2009 Ohio Department of Transportation Truckload Testing of CUY-90-1524 on the Inner Beltway in Cleveland, OH Role:Collaborator $81,689.00 Closed Level:State of Ohio

Grant: #14174 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 10-19-2009 -05-30-2018 Ohio Department of Transportation LAW-93C-0.00 Bridge Monitoring System for the Ironton-Russell Bridge; Phase I: Preliminary Analysis and Design Role:Collaborator $1,214,009.00 Active Level:State of Ohio

Grant: #SRS 007216 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 11-01-2010 -03-31-2014 Ohio Department of Transportation Continued Monitoring of Jeremiah Morrow Truss Bridge Role:Collaborator $120,892.00 Active Level:State of Ohio

Grant: #16474 Investigators:Helmicki, Arthur; Hunt, Victor; Swanson, James 11-01-2010 -12-31-2013 Ohio Department of Transportation Continued Testing and Evaluation of the Ironton-Russell Bridge/ Bridge Number: LAW-93C-0000 Role:Collaborator $299,732.00 Active Level:State of Ohio

Grant: #26601_135031_E140888 Investigators:Rassati, Gian; Swanson, James 11-03-2014 -11-03-2015 Ohio Department of Transportation Inspection, Repair, and Retrofit Procedures, and Design Recommendations for Non-Redundant Steel Structures Role:PI $87,534.19 Active Level:State of Ohio

Grant: #2017 Research Agreement Investigators:Rassati, Gian; Swanson, James 10-01-2017 -10-01-2018 American Institute of Steel Construction Extra-Long Slots for Slip-Critical Bolts Role:Collaborator $44,000.00 Active Level:Private Non-Profit

Grant: #OU UT20480 su ODOT 31795 sub FHWA E180338 Investigators:Chicchi, Rachel; Rassati, Gian; Swanson, James 05-23-2018 -02-06-2020 Federal Highway Administration Division of Engineering Research On-Call Services #31795 Task 2 Role:PI $48,284.09 Active Level:Federal

Grant: #UT20480 / ODOT 31795 - Task 4 Investigators:Chicchi, Rachel; Rassati, Gian; Swanson, James 02-28-2019 -10-01-2019 Ohio Department of Transportation Load Rating of the Combs-Hehl Stringers under Permit Vehicles Role:PI $39,841.11 Awarded Level:State of Ohio

Publications

Peer Reviewed Publications

Butler M.; Dues E.; Rassati G.; Swanson J. (12-01-2018. )High Resolution Modeling and Modeling of Connections in Pony-Truss Bridges.Transportation Research Record, ,2672 (41 ),186-195

Butler M.; Rassati G.; Swanson J. (09-20-2018. )Structural health monitoring for combined damage states.IOP Conference Series: Materials Science and Engineering, ,419 (1 ),

D'Aniello M.; Landolfo R.; Rassati G.; Swanson J.; Tartaglia R. (03-15-2018. )Full strength extended stiffened end-plate joints: AISC vs recent European design criteria.Engineering Structures, ,159 ,155-171

D’Aniello M.; Landolfo R.; Rassati G.; Swanson J.; Tartaglia R. (01-01-2017. )Influence of composite slab on the nonlinear response of extended end-plate beam-to-column joints.Key Engineering Materials, ,763 ,818-825

D'Aniello M.; Landolfo R.; Rassati G.; Swanson J.; Tartaglia R. (01-01-2017. )Finite element analyses on seismic response of partial strength extended stiffened joints.COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, ,2 ,4952-4964

Hantouche E.; Kukreti A.; Rassati G.; Swanson J. (01-01-2015. )Prying models for strength in thick-flange built-up T-stubs with complete joint penetration and fill.Journal of Structural Engineering (United States), ,141 (2 ),

Swanson J. (01-01-2014. )Steel design.Bridge Engineering Handbook: Fundamentals, Second Edition, ,305-340

Hantouche E.; Kukreti A.; Rassati G.; Swanson J. (01-01-2013. )Modified stiffness model for thick flange in built-up T-stub connections.Journal of Constructional Steel Research, ,81 ,76-85

Helmicki A.; Hunt V.; Kangas S.; Sexton R.; Swanson J. (11-01-2012. )Cable-stayed bridges: Case study for ambient vibration-based cable tension estimation.Journal of Bridge Engineering, ,17 (6 ),839-846

Hantouche E.; Kukreti A.; Rassati G.; Swanson J. (10-01-2012. )Built-up T-stub connections for moment resisting frames: Experimental and finite element investigati.Engineering Structures, ,43 ,139-148

Helmicki A.; Hunt Y.; Kangas S.; Sexton R.; Swanson J. (12-01-2010. )Identification of cable forces on cable-stayed bridges: A novel application of the MUSIC algorithm .Proceedings of the Society for Experimental Mechanics, Inc., ,67 ,957-968

Moore A.; Rassati G.; Swanson J. (09-01-2010. )An experimental analysis of strength and ductility of high-strength fasteners .Engineering Journal, ,47 (3 ),161-173

Helmicki A.; Hunt V.; Kangas S.; Sexton R.; Swanson J. (01-01-2010. )Identification of Cable Forces on Cable-Stayed Bridges: A Novel Application of the MUSIC Algorithm.Experimental Mechanics, ,50 (7 ),957-968

Bennett C.; Linzell D.; Swanson J. (10-22-2009. )Fatigue resistance of HPS-485 W (70 W) welded butt-splice connections using narrow gap improved elec.Journal of Bridge Engineering, ,14 (6 ),529-536

Mirmiran A.; Swanson J.; Wu Z.; Zhu Z. (03-01-2009. )Flexural behavior of prestressed FRP tubular bridge deck.Composites Part B: Engineering, ,40 (2 ),125-133

Allemang R.; Chauhan S.; Helmicki A.; Hunt V.; Kangas S.; Nims D.; Saini J.; Swanson J. (01-01-2008. )Application of OMA-EMIF algorithm to cable stayed bridges .23rd International Conference on Noise and Vibration Engineering 2008, ISMA 2008, ,4 ,2427-2444

Allemang R.; Chauhan S.; Helmicki A.; Hunt V.; Kangas S.; Martell R.; Saini J.; Saxton R.; Swanson J. (11-19-2007. )Operational modal analysis of the US Grant Bridge at Portsmouth, Ohio .Proceedings of the SEM Annual Conference and Exposition on Experimental and Applied Mechanics 2007, ,3 ,1913-1929

Helmicki A.; Hunt V.; Swanson J.; Wang X. (08-20-2007. )Development of static-response-based objective functions for finite-element modeling of bridges.Journal of Bridge Engineering, ,12 (5 ),544-551

Helmicki A.; Hunt V.; Swanson J.; Wang X. (08-20-2007. )Development of dynamic-response-based objective functions for finite-element modeling of bridges.Journal of Bridge Engineering, ,12 (5 ),552-559

Bennett C.; Linzell D.; Swanson J. (06-22-2007. )Closure to "Characterization of Material Properties of HPS-485W (70 W) TMCP for Bridge Girder Applic.Journal of Bridge Engineering, ,12 (4 ),530-531

Bennett C.; Linzell D.; Swanson J. (01-01-2007. )Fatigue resistance of HPS-485W (70 W) continuous plate with punched holes.Journal of Bridge Engineering, ,12 (1 ),98-104

Basu B.; Engel R.; Miller R.; Randall J.; Salem O.; Swanson J. (05-01-2006. )Accelerating the construction of a highway bridge in Ohio.Practice Periodical on Structural Design and Construction, ,11 (2 ),98-104

Kayser C.; Linzell D.; Swanson J. (04-10-2006. )Characterization of material properties of HPS-485W (70 W) TMCP for bridge girder applications.Journal of Bridge Engineering, ,11 (1 ),99-108

Helmicki A.; Hunt V.; Kangas S.; Swanson J.; Wang X. (10-01-2005. )Dynamic characterization of slab on steel stringer bridges .Materials Evaluation, ,63 (10 ),1039-1045

Baseheart T.; Eder R.; Miller R.; Schechter E.; Swanson J. (09-01-2005. )Testing of two 50-year-old precast post-tensioned concrete bridge girders .PCI Journal, ,50 (5 ),116-117

Helmicki A.; Hunt V.; Kangas S.; Liu L.; Padur D.; Swanson J.; Wang X. (07-01-2005. )Overview of a modal-based condition assessment procedure.Journal of Bridge Engineering, ,10 (4 ),460-467

Choo T.; Lee J.; Linzell D.; Swanson J. (05-01-2005. )Response of a continuous, skewed, steel bridge during deck placement.Journal of Constructional Steel Research, ,61 (5 ),567-586

Helmicki A.; Hunt V.; Li Z.; Swanson J. (03-01-2005. )Modal contribution coefficients in bridge condition evaluation.Journal of Bridge Engineering, ,10 (2 ),169-178

Amrine J.; Kayser C.; Swanson J. (01-01-2005. )Use of in-class streaming of material in engineering .ASEE Annual Conference and Exposition, Conference Proceedings, ,14985-14997

Baseheart T.; Eder R.; Miller R.; Swanson J. (01-01-2005. )Testing of two 50-year-old precast post-tensioned concrete bridge girders.PCI Journal, ,50 (3 ),90-95

Amrine J.; Swanson J. (08-27-2004. )Effects of variable pretension on the behavior of bolted connections with prying .Engineering Journal, ,41 (3 ),107-116

Swanson J.; Windau J. (06-01-2004. )Rapid rehabilitation .Modern Steel Construction, ,44 (6 ),53-54

Mirmiran A.; Swanson J.; Wu Z. (01-01-2004. )Fatigue behavior of prestressed tubular bridge deck of fiber-reinforced polymer.Transportation Research Record, ,(1892 ),246-255

Linzell D.; Swanson J. (12-01-2003. )Field verification of construction procedures for skewed steel bridges through monitoring of a HPS b .Proceedings of the Structures Congress and Exposition, ,1133-1134

Baker T.; Mangelsdorf C.; Swanson J. (12-01-2002. )Predicting deflections in concrete-filled grid deck panels .Transportation Research Record, ,(1814 ),17-26

Baseheart T.; Bowers M.; Eckart R.; Ioannides A.; Miller R.; Swanson J. (12-01-2002. )Teaching strength of materials using Web-based, streaming video, and interactive video technologies .ASEE Annual Conference Proceedings, ,8077-8087

Swanson J. (09-01-2002. )Ultimate strength prying models for bolted T-stub connections .Engineering Journal, ,39 (3 ),136-147

Kokan D.; Leon R.; Swanson J. (01-01-2002. )Advanced finite element modeling of bolted T-stub connection components.Journal of Constructional Steel Research, ,58 (5-8 ),1015-1031

Leon R.; Swanson J. (05-01-2001. )Stiffness modeling of bolted T-stub connection components.Journal of Structural Engineering, ,127 (5 ),498-505

Leon R.; Swanson J. (01-01-2000. )Bolted steel connections: Tests on T-stub components.Journal of structural engineering New York, N.Y., ,126 (1 ),50-56