Proposed AASHTO Guidelines for Performance-Based Seismic Bridge Design (2020)

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67 References and Bibliography References AASHTO. 2011. AASHTO Guide Specifications for LRFD Seismic Bridge Design (Second Edition), with 2012, 2014, and 2015 Interim Revisions. American Association of State Highway and Transportation Officials. Washington, D.C. AASHTO. 2014. AASHTO LRFD Bridge Design Specifications. Customary U.S. Units (Seventh Edition), with 2015 and 2016 Interim Revisions. American Association of State Highway and Transportation Officials. Washington, D.C. Andrus, R.D., N. Ravichandran, S.A. Aboye, A.H. Bhuiyan, and J.R. Martin, II. 2014. Seismic Site Coefficients and Acceleration Design Response Spectra Based on Conditions in South Carolina. FHWA-SC-14-02. South Carolina Department of Transportation. Columbia. Antonellis, G., and M. Panagiotou. 2013. Seismic Design and Performance of Bridges with Columns on Rocking Foundations. Pacific Earthquake Engineering Research Center (PEER). Berkeley, CA. ATC/MCEER (Joint Venture). 2002. NCHRP Report 472: Comprehensive Specification for the Seismic Design of Bridges. Transportation Research Board of the National Academies. Washington, D.C. Babazadeh, A., R. Burgeño, and P. Silva. 2015. Use of 3D Finite-Element Models for Predicting Intermediate Damage Limit States in RC Bridge Columns. Journal of Structural Engineering. Vol. 141, No. 10. Baker, J.W. 2013. Introduction to Probabilistic Seismic Hazard Analysis. White Paper Version 2.0.1, 79 pp. Bensi, M.T., A.D. Kiureghian, and D. Straub. 2011. A Bayesian Network Methodology for Infrastructure Seismic Risk Assessment and Decision Support. PEER Report 2011/02. Pacific Earthquake Engineering Research Center (PEER). Berkeley, CA. Bertero, R.D. 2014. Great 2010 American Earthquakes: Lessons for Seismic Design and Construction. Journal of Construction Engineering and Management. Vol. 140, No. 4. Bignell, J.L., J.M. LaFave, and N. Hawkins. 2006. Assessment of the Seismic Vulnerability of Wall Pier Supported Highway Bridges on Priority Emergency Routes in Southern Illinois. Report No. FHWA-ICT-07-004. Illinois Center of Transportation. Urbana, IL. Boore, D.M., W.B. Joyner, and T.E. Fumal. 1997. Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work. Seismological Research Letters. Vol. 68, pp. 128–153. Boore, D.M., J. Watson-Lamprey, and N.A. Abrahamson. 2006. Orientation-Independent Measures of Ground Motion. Bulletin of the Seismological Society of America. Vol. 96, pp. 1502–1511. Boore, D.M. 2010. Orientation-Independent, Nongeometric-Mean Measures of Seismic Intensity from Two Horizontal Components of Motion. Bulletin of the Seismological Society of America. Vol. 100, pp. 1830–1835. Brown, N.R, M.J. Kowalsky, and J. Nau. 2015. Impact of D/T on Seismic Behavior of Reinforced Concrete Filled Steel Tubes. Journal of Constructional Steel Research. Vol. 109, April, pp. 111–123. DOI:10.1016/ j.jcsr.2015.01.013. Buckle, I., I. Friedland, J. Mander, G. Martin, R. Nutt, and M. Power. 2006. Seismic Retrofitting Manual for Highway Structures: Part 1—Bridges. Report No. FHWA-HRT-06-032, Office of Infrastructure Research and Development, Turner–Fairbank Highway Research Center, Federal Highway Administration, U.S. Department of Transportation, McLean, VA. Campbell, K.W., and Y. Bozorgnia. 2003. Updated Near-Source Ground-motion (attenuation) Relations for the Horizontal and Vertical Components of Peak Ground Acceleration and Acceleration Response Spectra. Bulletin of the Seismological Society of America. Vol. 93, pp. 314–331.

68 Proposed AASHTO Guidelines for Performance-Based Seismic Bridge Design CEMP. 2015. City of Seattle—Disaster Recovery Framework. Seattle Office of Emergency Management Program (CEMP). Chiou, J.-S., and Y.-C. Tsai. 2014. Displacement Ductility Capacity Assessment for a Fixed-Head Pile in Cohesionless Soil. Journal of Geotechnical and Geoenvironmental Engineering. Vol. 140, No. 3. CSA. 2006. CAN/CSA-S6-06: Canadian Highway Bridge Design Code. CSA International, Ontario, Canada. Delavaud, E., F. Cotton, S. Akkar, F. Scherbaum, L. Danciu, C. Beauval, S. Drouet, J. Douglas, R. Basili, M.A. Sandikkaya, E. Faccioli, and N. Theodoulidis. 2012. Toward a Ground-motion Logic Tree for Probabilistic Seismic Hazard Assessment in Europe. Journal of Seismology. Vol. 16, No. 3, pp. 451–473. FEMA. 2005. Improvement of Nonlinear Static Seismic Analysis Procedures. FEMA-440. Washington, D.C. FEMA. 2012a. FEMA P-58-1 Seismic Performance Assessment of Buildings, Volume 1—Methodology. Federal Emergency Management Agency. Washington, D.C. FEMA. 2012b. FEMA P-58-2 Seismic Performance Assessment of Buildings, Volume 2—Implementation Guide. Federal Emergency Management Agency. Washington, D.C. FEMA. 2012c. FEMA 58-4 Seismic Performance Assessment of Buildings, Volume 4—Methodology for Assessing Environmental Impacts. Federal Emergency Management Agency. Washington, D.C. Feng, Y., M.J. Kowalsky, and J. Nau. 2014a. Fiber-Based Modeling of Circular Reinforced Concrete Bridge Columns. Journal of Earthquake Engineering. Vol. 18, No. 5, pp. 714–734. Feng, Y., M.J. Kowalsky, and J. Nau. 2014b. Finite Element Method to Predict Bar Buckling in RC Structures. Journal of Structural Engineering. DOI: 10.1061/(ASCE)ST.1943-541X.0001048, Vol. 141, issue 5(May 20). Feng, Y., M.J. Kowalsky, and J. Nau. 2014c. Effect of Seismic Load History on Deformation Limit States for Longitudinal Bar Buckling in RC Columns. Journal of Structural Engineering. 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Simplified SPT Performance-Based Assessment of Liquefaction and Effects: Tasks 5 and 6 (Year 2). Utah Department of Transportation. Salt Lake City. Franke, K.W., L. Astorga, and B. Error. 2016. Simplified SPT Performance-Based Assessment of Liquefaction and Effects: Tasks 7 and 8. Utah Department of Transportation. Salt Lake City. Fulmer, S.J., M.J. Kowalsky, and J.M. Nau. 2013. Seismic Performance of Steel Pipe Pile to Cap Beam Moment Resisting Connections. Final Report FHWA-AK-RD-13-02 to AUTC/AKDOT January. Goodnight, J.C., M.J. Kowalsky, and J. Nau. 2016a. Strain Limit State for Circular RC Bridge Columns. Earthquake Spectra. Vol. 32, No. 3, pp. 1627–1652. Goodnight, J.C., M.J. Kowalsky, and J. Nau. 2016b. Modified Plastic Hinge Method for Circular RC Bridge Columns. Journal of Structural Engineering. DOI: 10.1061/(ASCE)ST.1943-541X.0001570. Goodnight, J.C., M.J. Kowalsky, and J.M. Nau. 2017a. Seismic Load Path Effects in Reinforced Concrete Bridge Columns and Wall Piers—Volume 1: Strain Limit States for RC Bridge Columns. Alaska Department of Transportation and Public Facilities, Juneau, AK. Goodnight, J.C., M.J. Kowalsky, and J.M. Nau. 2017b. Closure to “Modified Plastic-Hinge Method for Circular RC Bridge Columns.” Journal of Structural Engineering. Vol. 143, No. 9. Hajihashemi, A., S. Pezeshk, and T. Huff. 2017. Comparison of Nonlinear Static Procedures and Modeling Assumptions for the Seismic Design of Ordinary Bridges. Practice Periodical on Structural Design and Construction. Vol. 22(2), pp. 1–10. Hose, Y.D., and F. Seible. 1999. Performance Evaluation Database for Concrete Bridge Components and Systems under Simulated Seismic Loads. PEER Report 1999/11. Pacific Earthquake Engineering Research Center (PEER). Berkeley, CA. Huff, T. 2016a. Issues in the Prediction of Inelastic Behavior in Bridges during Earthquakes. 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References and Bibliography 69 Kramer, S.L., and M. Greenfield. 2016. Research Project Highlight. Project No. NCTRKA: Next Generation Liquefaction: Japan Data Collection. Pacific Earthquake Engineering Research Center (PEER). Berkeley, CA. Kuwabara, T., T. Tamakoshi, J. Murakoshi, Y. Kimura, T. Nanazawa, and J.I. Hoshikuma. 2013. Outline of Japanese Design Specifications for Highway Bridges in 2012. The 44th UJNR Panel Meeting, Joint Panel on Wind and Seismic Effects (UJNR), National Institute of Standards and Technology, Gaithersburg, MD. Kwong, N.S., and A.K. Chopra. 2015. Selection and Scaling of Ground Motions for Nonlinear Response History Analysis of Buildings in Performance-Based Earthquake Engineering. Pacific Earthquake Engineering Research Center (PEER). Berkeley, CA. LaFave, J., L. Fahnestock, D. Foutch, J. Steelman, J. Revell, E. Filipov, and J. Hajjar. 2013a. Experimental Inves- tigation of the Seismic Response of Bridge Bearings. Illinois Center of Transportation. Urbana, IL. LATBSDC. 2014. An Alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region. Los Angeles Tall Buildings Structural Design Council, 2014 Edition. Liang, Z., and G.C. Lee. 2013. Towards Establishing Practical Multi-Hazard Bridge Design Limit States. Earthquake Engineering and Engineering Vibration. Vol. 12, No. 3, pp. 333–340. Mackie, K., K. Cronin, and B. Nielson. 2011. Response Sensitivity of Highway Bridges to Randomly Oriented Multi-Component Earthquake Excitation. Journal of Earthquake Engineering. Vol. 15, No. 6, pp. 850–876, DOI: 10.1080/13632469.2010.551706. Mackie, K.R., and B. Stojadinovic. 2015. Fragility Basis for California Highway Overpass Bridge Seismic Decision Making. Pacific Earthquake Engineering Research Center (PEER). Berkeley, CA. Mander, J., W. Priestley, and R. Park. 1988. Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804–1826. (Cited in Appendix A) Marsh, M.L., and S.J. Stringer. 2013. NCHRP Synthesis 440: Performance-Based Seismic Bridge Design. Transportation Research Board of the National Academies, Washington, D.C. Marsh, M.L., I.G. Buckle, and E. Kavazanjian, Jr. 2014. LRFD Seismic Analysis and Design of Bridges Reference Manual. National Highway Institute, Washington, D.C. Moon, F., N. Romano, D. Masceri, J. Braley, N. Samtani, T. Murphy, M. Lopez de Murphy, and D.R. Mertz. 2017. Web-Only Document 245: Bridge Superstructure Tolerance to Total and Differential Foundation Movements. Transportation Research Board, Washington, D.C. Nako, A.C., C. Shlke, J. Six, B. Johnson, P. Dusicka, and M. Selamawit. 2009. Seismic Vulnerability of Oregon State Highway Bridges: Mitigation Strategies to Reduce Major Mobility Risks. ODOT Bridge Seismic Committee/ Portland State University. Oregon DOT. 2016a. Bridge Design and Drafting Manual—Section 1, Design. Oregon Department of Transportation. Salem. Oregon DOT. 2016b. Geotechnical Design Manual. Chapter 6: Seismic Design. Oregon Department of Trans- portation. Salem. OSSPAC. 2013. The Oregon Resiliency Plan–Executive Summary: Reducing Risk and Improving Recovery for the Next Cascadia Earthquake and Tsunami. Report to the 77th Legislative Assembly from Oregon Seismic Safety Policy Advisory Commission (OSSPAC). Overby, D., M. Kowalsky, and R. Seracino. 2015a. Final Research Report No. RD-15-15 on A706 Grade 80 Reinforcement for Seismic Applications. California Department of Transportation, Sacramento, CA, and Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. Overby, D.T., M. Kowalsky, and R. Seracino. 2015b. A706 Grade 80 Reinforcement for Seismic Applications. North Carolina State Research Report No. RD-15-15. Raleigh, NC. Palma, A.L. 2019. Influence of Response Spectra Definitions on the Bidirectional Seismic Behavior of Reinforced Concrete Bridge Columns. Master’s Thesis. North Carolina State University, Raleigh, NC. Paulay, T., and M.J.N. Priestley. 1992. Seismic Design of Reinforced Concrete and Masonry Buildings. John Wiley & Sons, Inc., New York, NY. Priestley, M.J.N, G.M. Calvi, and M.J. Kowalsky. 2007. Displacement-Based Seismic Design of Structures. IUSS Press, Pavia, Italy. (Cited in Appendix A) Pyke, R., H.B. Seed, and C.K. Chan. 1975. Settlement of Sands under Multidirectional Shaking. Journal of Geo- technical and Geoenvironmental Engineering. Vol. 101, No. GT4, pp. 279–398. Rahman, J., N. Jagielo, and S. Miles. 2014. Resilient King County. White Paper. King County Emergency Manage- ment. Redmond, WA. REDi. 2013. REDi Rating System. Resilience-based Earthquake Design Initiative for the Next Generation of Buildings. Version 1, Oct. 2013. Roberts, L.A., D. Fick, and A. Misra. 2011. Performance-Based Design of Drilled Shaft Bridge Foundations. Journal of Bridge Engineering. Vol. 16, No. 6.

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72 Proposed AASHTO Guidelines for Performance-Based Seismic Bridge Design Gheitasi, A., and D.K. Harris. 2014. A Performance-Based Framework for Bridge Preservation Based on Damage- Integrated System-Level Behavior. Presented at 93rd Annual Meeting of the Transportation Research Board, Washington, D.C. Ghosh, S.K. 2014. Significant Changes from ASCE 7-05 to ASCE 7-10, Part 1: Seismic Design Provisions. PCI Journal. p. 60. Goodnight, J.C., M.J. Kowalsky, and J.M. Nau. 2013. The Effect of Load History on Performance Limit States of Circular Bridge Columns. Journal of Bridge Engineering. Vol 18, No. 12, pp. 1383–1396. Horton, Jr., J.W., and R.A. Williams.2012. The 2011 Virginia Earthquake: What are Scientists Learning? Eos, Transactions. American Geophysical Union. Vol. 93, No. 33, pp. 317–324. Huff, T. 2016b. Structural Demand on Bridges Subjected to Bidirectional Ground Motions. Practice Periodical on Structural Design and Construction. Vol. 22(1), pp. 1–13. Huang, Y., S. 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