CURRICULUM VITAE David Howard Sanders, Ph.D.

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1 CURRICULUM VITAE David Howard Sanders, Ph.D. Department of Civil and Environmental Engineering University of Nevada, Reno Phone: (775) Reno, Nevada Degrees Doctor of Philosophy - Structural Engineering Dissertation: Design and Behavior of Anchorage Zones in Post-Tensioned Concrete Members University of Texas at Austin, August 1990 Master of Science in Engineering - Structural Engineering Thesis: Strength and Behavior of Double-Tee Tubular Joints in Tension University of Texas at Austin, May 1986 Bachelors of Science with Distinction and Honor in Civil Engineering Iowa State University, May 1984 Professional Experience Professor, Dept. of Civil & Environmental Eng., University of Nevada, Reno, July 2006 to present Associate Professor, Dept. of Civil & Environmental Eng., University of Nevada, Reno, July 1996 to June 2006 Earthquake Simulation Development Leave, National Center for Earthquake Engineering Research, State University of New York, Buffalo, January 1996 to May (Selected by Civil Engineering Earthquake Engineering Faculty) Assistant Professor, Civil Engineering Dept., University of Nevada, Reno, January 1990 to July Research Assistant, Ferguson Structural Engineering Laboratory, University of Texas at Austin, June 1986 to December Honors and Awards Fellow, American Society of Civil Engineers (Spring 2010) Professional Progress in Engineering Award from Iowa State University (2006) Iowa State University Outstanding Young Alumnus (2000) Fellow, American Concrete Institute (ACI) (Spring 2000) Faculty Appreciation Award by CEE Students (1995, 2001, 2003, 2006, 2007) Selected by the College of Engineering Senior Scholar as the Faculty Member that Most Significantly Influenced their Academic Achievements (1992, 1993, 1996, 1998, 2006, 2012) National/International Activities ACI /14 Building Code and Commentary (2008 to present) ACI 318R, Reorganization Subcommittee (2008 to present) ACI 318E, Shear and Torsion ( , 2005 to present), Chair (2013-present) ACI-ASCE Committee 445 Shear and Torsion (1993-present) o Chair ( ) Secretary ( ) o Subcommittee Chair: Strut-and-Tie Model ( , 2012 to present)

2 DAVID H. SANDERS PAGE 2 ACI-ASCE Committee 423 Prestressed Concrete ( , 2003 to present) o Subcommittee Chair: Ultimate Flexural Capacity with Unbonded Tendons ( ) o Subcommittee Chair: ASCE Structures Congress, 1995, 1996, 1997, 1998 ACI 341 Earthquake-Resistant Concrete Bridges (1992-present) o Chair ( ) University Committees & Service Chair, College of Engineering Personnel Committee (2013 to present) Member, University Faculty Senate (2012 to 2015) Member, Search Committee for VP for Research and Innovation (2013) CEE Department Graduate Director (2012 to present) Elected Member, University, Tenure and Promotion Committee (2010 to 2013) Chair, University Academic Standards Committee (2008 to 2009) Chair, College Curriculum Committee (1998 to 2009), Member (1995 to 2009) Chair, Department Curriculum Committee (1995 to 2009) Chair, Department Bylaw Committee (2001 to 2009) Chair, University Bylaws and Code Committee ( ), Member (1994 to 1997) 20 Reviewed Journal Publications 1. Haber, Z, M.S. Saiidi and D. Sanders, Seismic Performance of Precast Columns with Emulative Column-Footing Connections, Accepted by ACI Structural Journal, 3/25/13 2. Larosche, A, Cukrov, T, Sanders, D.H., and Ziehl, P, Prestressed Pile to Bent Cap Connections: Seismic Performance of Full Scale 3-Pile Specimen, Accepted by ASCE Bridge Journal on 9/24/13 3. Wibowo, H., Sanford, D. M., Buckle, I. G., and Sanders, D. H. (2012). Effects of Live Load on Seismic Response of Bridges: A Preliminary Study. Civil Engineering Dimension, 14 (3), pp Moustafa, K.F, Sanders, D., Saiid, M.S., and El-Azazy, S., Seismic Performance of Reinforced Concrete Bridge Bents, American Concrete Institute, ACI Structural Journal, Vol. 108, No. 1, January-February 2011, pp Yamashita, R. and Sanders, D., Seismic Performance of Precast Unbonded Prestressed Concrete Columns, American Concrete Institute, ACI Structural Journal, Vol. 106, No. 6, November-December 2009, pp Bahen, N. and Sanders, D; Investigation of Strut Strength Using a Deep Beam Database, Shear and Torsion in Concrete Structures, American Concrete Institute Special Publication SP , 2009, pp Johnson, N., M. Saiidi, and D. Sanders, Nonlinear Earthquake Response Modeling of a Large-Scale Two-Span Concrete Bridge, Journal of Bridge Engineering, ASCE, Vol. 14, No. 6, November 2009, pp Johnson, N., R. Ranf, M. Saiidi, D. Sanders, M. Eberhard, Seismic Testing of a Two-Span Reinforced Concrete Bridge, Journal of Bridge Engineering, ASCE, March/April 2008, pp Correal, J., M. Saiidi, D. Sanders, S. El-Azazy, Analytical Evaluation of Bridge Columns with Double Interlocking Spirals, American Concrete Institute, ACI Structural Journal, Vol. 104, No. 3, May-June 2007, pp Laplace, P., Sanders, D.H. Saiidi, M.S., Douglas, B. El Azazy, S.; Performance of Concrete Bridge Columns under Shake Table Excitation, American Concrete Institute, ACI Structural Journal, Vol. 102, No. 3, May-June 2005, pp Laplace, P., Sanders, D.H. Saiidi, M.S., Douglas, B. El Azazy, S.; Retrofitted Concrete Bridge Columns under Shake Table Excitation, American Concrete Institute, ACI Structural Journal, Vol. 102, No. 4, July-August 2005, pp Pulido, C, M. Saiidi, D. Sanders, A. Itani, and S. El-Azazy, Seismic Performance of Two-Column Bents,

3 DAVID H. SANDERS PAGE 3 Part II Retrofit with Infill Wall, American Concrete Institute, ACI Structural Journal, Vol. 101, No. 5, September-October 2004, pp Sanders, D.H. Dapped-End T-Beam Supported by an Inverted T-Beam, Example for the Design of Structural Concrete with Strut-and-Tie Models, ACI Special Publication 208, pp Saiidi, M.S., Wehbe, N.I., Sanders, D.H. and Caywood, C.J., Shear Retrofit of Flared RC Bridge Columns Subjected to Earthquakes, ASCE Bridge Journal, Vol. 6, No. 3, May/June 2001, pp Abo-Shadi, N., Saiidi, M.S, and Sanders, D.H., Out-of-plane Seismic Response of R/C Bridge Pier Walls, ACI Structural Journal, Vol. 97, No. 6, November-December 2000, pp Sanders, D.H., Saiidi, M.S. and Martin, T., "Seismic Strengthening of Column-Pier Cap Connections, Transportation Research Record 1624, pp , Sanders, D.H. and Breen, J.E., "Post-Tensioned Anchorage Zones with Single Straight Concentric Anchorages, ACI Structural Journal, Vol. 94, No.2, March/April 1997, pp Saiidi, M.S., Wehbe, N., Acharya, S. and Sanders, D.H., "Confinement of Rectangular R/C Columns and Pier Walls, ACI Special Publication 162, Sozen Symposium, 1996, pp Sanders, D.H. and Breen, J.E., "Post-Tensioned Anchorage Zones-A Survey and A Solution, Concrete International, August 1995, pp Sanders, D.H. and Breen, J.E., "Generalized Approach to Design of Post-Tensioned Concrete Anchorage Zones, Transportation Research Record, No 1371, March 1993, pp Reviewed Conference Papers 1. Ayoub, Mohamed and D. Sanders, Experimental Study on Reversed Cyclic Loading Test for Pile to Slab Bridge Connections Transportation Research Record, Journal of the Transportation Research Board, No. 2202, Vol.1, pp 143 to 153, December Motaref, S., M.S. Saiidi and D. Sanders, Experimental Study of Precast Bridge Columns with Built-In Elastomer Transportation Research Record, Journal of the Transportation Research Board, No. 2202, Vol. 3, pp 109 to 116, December Arias-Acosta, J. and D. Sanders, Performance of Bridge Reinforced Concrete Columns under Combined Actions throughout Shake Table Testing, 9 th US National and 10 th Canada Conference on Earthquake Engineering, Toronto, Canada, July 25-29, Johnson, N., Ranf, R., Saiidi, M.S, Sanders, D.H., Eberhard, M., Shake Table Studies of a Large Scale Two-Span Reinforced Concrete Bridge Frame, 8 th National Conference on Earthquake Engineering, April 18-22, 2006, San Francisco, CA. (#1437) 5. Yamashita, R. and Sanders, D. Unbonded Concrete Columns for Limiting Damage to Large Seismic Events, 8 th National Conference on Earthquake Engineering, April 18-22, 2006, San Francisco, CA. (#1334) 6. Mostafa, K., D. Sanders, MS Saiidi and S. El-Azazy, Impact of Aspect Ratio on the Behavior of Circular Column Systems Under Shake-Table Loading, 2003 ASCE Structures Congress, May 29-June 1, 2003, Seattle, WA. 7. Nada, H., Sanders, D., and M. Saiidi, Behavior of Flared Column Bents under Seismic Loading, ACI Special Publication Series SP-209, Innovations in Design with Emphasis on Seismic, Wind, and Environmental Loading; Quality Control and Innovations in Materials/Hot- Weather Concreting, December 2002, pp Nada, H., Sanders, D.H. and Saiidi, M., Flare-Column Bents Dynamically Tested on a Shake Table, Proceedings of the Seventh US National Conference on Earthquake Engineering, July 21-25, Nada H., Sanders, D.H., Saiid, M.S. and El-Azazy, S., Behavior of Flared Column Bents under Seismic Loading, 5 th ACI International Conference, Cancun, Mexico, December 10-13, Nagarajah, R. and Sanders, D.H., "Seismic Behavior of High Strength Fiber Reinforced Concrete Column, Sixth US National Conference on Earthquake Engineering, May 31-June 4, 1998, Seattle,

4 DAVID H. SANDERS PAGE 4 Washington. Recent Conference Papers 1. Wibowo, H, Sanford, D.M, Buckle, I.G. and Sanders, D.H., Response of a Horizontally Curved Bridge under Combined Seismic and Stationary Vehicular Loads, Seventh National Seismic Conference on Bridges & Highways, Oakland, CA., May 20-22, Abstract Accepted for Technical Paper and Oral Presentation. 2. Saad, A. Sanders, D.H., and Buckle, I., Seismic behavior of Bridges with Horizontal Curvatures on Rocking Foundations, Seventh National Seismic Conference on Bridges & Highways, Oakland, CA., May 20-22, Abstract Accepted for Technical Paper and Oral Presentation. 3. Levi, M., E. Monzon, A. Saad, D. Sanford, H. Wibowo, J. Wieser, I. Buckle, A, Itani, and D. Sanders, Seismic Response of Horizontally Curved Bridges, 28 th US-Japan Bridge Engineering Workshop, Portland, OR, October 8-10, 2012 (invited). 4. Larkin, A.S., D. H. Sanders, and M.S. Saiidi, Unbonded Prestressed Columns for Accelerated Bridge Construction and Earthquake Resistance, 15th World Conference on Earthquake Engineering, Lisbon Portugal, September 24-28, Arias-Acosta, J.G. and D.H. Sanders, Evaluation of the Seismic Performance of Circular and Interlocking RC Bridge Columns under Bidirectional Shake Table Loading, 15th World Conference on Earthquake Engineering, Lisbon Portugal, September 24-28, Almer, K, and D. Sanders, Continuity of Precast Bridge U-Girders Connected to a Cast-in-Place Substructure Subjected to Seismic Loads," 14th World Conference on Earthquake Engineering, Beijing China, October 12-17, Previous Papers on Anchorage Zones Sanders, D.H., and Breen, J.E., "Anchorage Zone Design for Post-Tensioned Concrete, Proceedings of XII FIP Congress, Washington, DC, May 29-June 2, 1994, 9 pp. Burdet, O.L., Sanders, D.H., Roberts, C.L., Breen, J.E., and Fenves, G.L., "Generalized Approach to Design of Post-Tensioned Concrete Anchorage Zones, IABSE Colloquium "Structural Concrete, Stuttgart Germany, April Sanders, D.H., Roberts, C.L., and Wollmann, G., "Anchorage Zone Design for Post-Tensioned Concrete Bridges, Bridge Engineering Research in Progress 1990 Proceedings, October Sanders, D.H., "Design of Anchorage Zones for Post-Tensioned Concrete Bridges, Proceedings of the 10 th U.S.-Japan Workshop on Bridge Engineering, May Recent Reports 1. Cukrov, M. E., Sanders, D., Seismic Performance of Prestressed Pile-To-Bent Cap Connections, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-12-04, September Arias-Acosta, J. G., Sanders, D., Seismic Performance of Circular and Interlocking Spirals RC Bridge Columns under Bidirectional Shake Table Loading Part 1, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-12-03, September Larkin, A. S., Sanders, D., and Saiidi, M., Unbonded Prestressed Columns for Earthquake Resistance, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-12-02, January Levi, M. and Sanders, D., Seismic Response of Columns in Horizontally Curved Bridges, Center for

5 DAVID H. SANDERS PAGE 5 Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-11-04, December Vallejera, J. and Sanders, D., Instrumentation and Monitoring the Galena Creek Bridge, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-11-03, September Motaref, S., M. Saiidi, and D. Sanders, Seismic Response of Precast Bridge Columns with Energy Dissipating Joints, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-11-1, May 2011, 760 pp. 7. Harrison, N. and Sanders, D., Preliminary Seismic Analysis and Design of Reinforced Concrete Bridge Columns for Curved Bridge Experiments, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-11-02, May Ayoub, M., Sanders, D., Testing of Pile Extension Connections to Slab Bridges, Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-10-06, October 2010, pp Martin, B. and D. Sanders, Verification and Implementation of Strut-and-Tie Model in LRFD Bridge Design Specifications, NCHRP Project 20-07, Task 217, August Bahen, N., Sanders, D., Strut-and-Tie Modeling for Disturbed Regions in Structural Concrete Members with Emphasis on Deep Beams," Center for Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-07-05, December Recent Project Grants 1. Post-Tensioned Web Cracking, PI, D. Sanders, $188,903, 20 months, January 1, 2013 to August 31, Seismic Performance of Dry Casks Storage for Long-Term Exposure. UNR PI D. Sanders, Project PI (University of Utah) L. Ibarra, $873,319, (UNR: $324,575), 3 years, January 1, 2013 to December 31, NEESR: Seismic Resilience of Pre-Tensioned Bridge Bents, UNR PI D. Sanders, Project PI (University of Washington) J. Stanton, $999,998 (UNR: $258,906.45), 3 years, May 4, 2012 to May 3, Post-Earthquake Capacity and Assessment of Columns and Bridges, PI-David Sanders, NDOT, $224,122, 3 years, July 30, 2012 to December 31, Unbonded Prestressed Columns for Accelerated Bridge Construction and Earthquake Resistance, NDOT, D. Sanders (PI) and M. Saiidi (co-pi), $198,165, May 1, 2010 to March 31, Behavior of Pile to Pile-Cap Connections Subjected to Seismic Forces, South Carolina DOT through South Carolina University, D. Sanders (PI), $114,097 (then reduced to $85,897, October 1, 2010 to December 31, 2011, submitted November 24, Ian Buckle (PI), D. Sanders (Co-PI), The Effect of Live Load on the Seismic Response of Bridges, California Department of Transportation, $310,875, January 1, 2009 to June 30, Precast Bridge Columns with Energy Dissipating Joints, California Department of Transportation, M. Saiidi (PI) and D. Sanders (Co-PI), $300,000, June 1, 2007 to June 30, Testing of Pile Extension Connections to Slab Bridges, California Department of Transportation, D. Sanders (PI) 3 years, $315,742,6/1/06 to 6/30/ NEESR-SG: Seismic Simulation and Design of Bridge Columns under Combined Actions, and Implications on System Response, D. Sanders (PI), co-pi s: DJ Belarbi, S. Dyke, A. Elnashai and J. Zhang, $1,419,998, 4 years, September 15, 2005.