Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
NCHRP Project 12-102 171 References Aaleti, S.; Petersen, B. and Sritharan, S., Design Guide for Precast UHPC Waffle Deck Panel System, including Connections, Report Number FHWA-HIF-13-032, Bridge Engineering Center, Iowa State University. Ames, Iowa (2013) AASHTO Guide Specifications for LRFD Seismic Bridge Design, Second Edition, American Association of State Highway and Transportation Official, Washington, DC. (2011 with 2015 Interim Revisions) AASHTO LRFD Bridge Design Specifications, Seventh Edition, American Association of State Highway and Transportation Official, Washington, DC. (2014) Abdulridha, A.; Palermo, D.; Foo, S. and Vecchio, F. J., Behavior and Modeling of Superelastic Shape Memory Alloy Reinforced Concrete Beams, Engineering Structures, 49, 893-904, (2013) Abramson, D. A.,Comprehensive Evaluation of Multistrand Post-Tensioning Anchorage Systems for Seismic Resilient Rocking Wall Structures, Doctoral dissertation, University of Minnesota, (2013) ACI Committee 318., Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14), American Concrete Institute, Farmington Hills, MI (2014). Adams, M.; Nicks, J.; Stabile, T.; Wu, J.; Schlatter, W.; and Hartmann J., Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide, Report Number FHWA-HRT-11-026, Federal Highway Administration, Washington, D.C., (2012) Aida, H.; et al., Cyclic Loading Experiment of Precast Columns of Railway Rigid-Frame Viaduct Installed with NMB Splice Sleeves, Proceedings of the Japan Concrete Institute 27.2 (2005): 613-618 Aktan, H.; Attanayake, U., High skew link slab bridge system with deck sliding over backwall or backwall sliding over abutments, Report Number RC-1563, Department of Civil and Construction Engineering College of Engineering and Applied Sciences, Kalamazoo, MI, (2011) Alam, M. S.; Bhuiyan, M. R. and Billah, A. M., Seismic Fragility Assessment of SMA-Bar Restrained Multi-Span Continuous Highway Bridge Isolated by Different Laminated Rubber Bearings in Medium to Strong Seismic Risk Zones, Bulletin of Earthquake Engineering, 10(6), 1885-1909 (2012) Alam, M. S.; Youssef, M. A. and Nehdi, M. L., Exploratory Investigation on Mechanical Anchors for Connecting SMA Bars to Steel or FRP Bars, Materials and Structures, 43(1), 91-107, (2010) Alderson, Report on Precast Beam Cap Pilot Project, MODOT Bridge Division, (2005) Alias, A.; et al., Performance of Grouted Splice Sleeve Connector under Tensile Load, Malaysian Technical Universities Conference on Engineering and Technology. 2013 Alias, A.; et al., Structural Performance of Grouted Sleeve Connectors with and without Transverse Reinforcement for Precast Concrete Structure, Procedia Engineering, Vol. 53, 2013, pp. 116-123 Almer, K., and D. Sanders., Precast Beams with Cast-In-Place Connections, Proceedings of the 22nd US-Japan Bridge Engineering Workshop, Seattle, WA. 2006 Ameli, M. J., et al., Seismic Evaluation of Grouted Splice Sleeve Connections for Precast Reinforced Concrete Bridge Piers, Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering, Anchorage, AK, July 21-25, 2014
NCHRP Project 12-102 172 Araújo, D.L. and El Debs, M.K., Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys, Journal of materials and Structures, International Union of Testing and Research, PP 173-181, March 2005 Au, A.; Lam, C. and Tharmabala, B., Investigation of Closure Strip Details for Connecting Prefabricated Deck Systems, PCI Journal, Summer 2011, Precast Prestressed Concrete Institute, Chicago, Il (2011) Azizinamini, A.; Yakel, A. and Mohammadreza, F., Development of a Steel Bridge System - Simple for Dead Load and Continuous for Live Load, Project Number P542, National Bridge Research Organization (NaBRO), Nebraska Department of Roads, Lincoln, Nebraska, (2005) Badie, S. S. and Tadros, M. K., Full-Depth Precast Concrete Bridge Deck Panel Systems, NCHRP Project 12-65, Report 585, National Cooperative Highway Research Program, Washington, D.C. (2008) Balaguru, P.N. and Bhatt, D., Rapid Hardening Concrete, Final Report, Center for Advanced Infrastructure and Technology, Civil & Environmental Engineering, Rutgers, The State University, Piscataway, NJ (2000) Barr, P.J.; Halling, M.W. and wells, Z., ABC Deck Panel Testing, Final Report Number CAIT-UTC- 003, Utah State University, Logan, UT (2013) Barros, R., and Giongo, J. S., Experimental Study of Reinforced Concrete Pile Caps with External, Embedded and Partially Embedded Socket with Smooth Interface, Revista IBRACON de Estruturas e Materiais, 6.5 (2013): 737-750 Barthes, C. B., Design of Earthquake Resistant Bridges Using Rocking Columns, Doctoral dissertation, University of California-Berkeley (2012) Belleri, A., and Riva, P., Seismic Performance and Retrofit of Precast Concrete Grouted Sleeve Connections, PCI Journal, Vol. 57, Issue 1, (2012), pp. 97-109 Belleri, A., Riva, P., Seismic Performance and Retrofit of Precast Concrete Grouted Sleeve Connections, PCI Journal, Vol. 57, Issue 1, (2012), pp. 97-109 Billington, S.L., and Yoon, J.K., Cyclic Response of Precast Bridge Columns with Ductile Fiber- reinforced Concrete, ASCE J. Bridge Engineering, Vol. 9, Issue 4, (2004), pp.353-363 Blunt, J., and Ostertag, C. P., A Performance-based Approach for the Design of a Deflection-Hardened Hybrid Fiber-reinforced Concrete, ASCE J. Engineering Mechanics, Vol. 135, (2009), pp. 978-986 Brenes, F.J.; Wood, S.L. and Kreger, M.E., Anchorage Requirements for Grouted Vertical-Duct Connectors in Precast Bent Cap Systems, Center for Transportation Research, The University of Texas at Austin, Austin, TX, (2006) Bruce, T. L. and Eatherton, M. R., Behavior of Post-Tensioning Strand Systems Subjected to Inelastic Cyclic Loading, Proceedings of the 2014 ASCE Structures Congress (pp. 2454-2465) Brush, N.C., Connection of Modular Steel Beam Precast Slab Units with Cast-In-Place Closure Pour Slabs, The Texas A&M University, College Station, Texas, (2004) Caner, A. and Zia, P., Behavior and Design of Link Slabs for Jointless Bridge Decks, PCI Journal, May-June 1998, Precast Prestressed Concrete Institute, Chicago, Il (1998) Carter, J.W.; etal, State-of-the-Art Report on Full Depth Precast Concrete Bridge Deck Panels, Report Number SOA-01-1911. Precast Prestressed Concrete Institute, Chicago, IL, (2011) Cheng, C. T., Energy Dissipation in Rocking Bridge Piers under Free Vibration Tests, Earthquake Engineering & Structural Dynamics, 36(4), 503-518. (2007)
NCHRP Project 12-102 173 Chou, C. C. and Hsu, C. P., Hysteretic Model Development and Seismic Response of Unbonded Post- Tensioned Precast CFT Segmental Bridge Columns, Earthquake Engineering & Structural Dynamics, 37(6), 919-934. (2008) Cohagen, L.; Pang, J.; Eberhard, M. and Stanton, J., A Precast Concrete Bridge Bent Designed to Re- Center After an Earthquake, Report No. WA-RD 684.3, Washington State Transportation Center (TRAC), (2008) Culmo, M.P., Connection Details for Prefabricated Bridge Elements and Systems, FHWA Publication Number FHWA-IF-09-010, Federal Highway Administration, McLean, VA, (2009) Davis, P.; Janes, T.; Haraldsson, O.; Eberhard, M. and Stanton, J., Unbonded Pre-Tensioned Columns for Accelerated Bridge Construction in Seismic Regions. (Under Review) (2015) De la Varga. I.; Golias, M. and Weiss, J., Extending Internal Curing Concepts (Using Fine LWA) to Mixtures Containing High Volumes of Fly Ash, 2010 Concrete Bridge Conference Proceedings: Achieving Safe, Smart & Sustainable Bridges Eberhard, M.O., Pang, J.B.K., Stanton, J.F., and Steuck, K.P., Anchorage of Large-Diameter Reinforcing Bars Grouted Into Ducts, WSDOT Research Report WA-RD 684.1, Washington State Department of Transportation, Olympia, WA, (2009) Einea, A., T. Yamane, and Tadros, M.K., Grout-filled Pipe Splices for Precast Concrete Construction, PCI Journal, Vol. 40, No. l, (1995), pp. 82-93 El Gawady, M. A. and Sha'lan, A., Seismic Behavior of Self-Centering Precast Segmental Bridge Bents, Journal of Bridge Engineering, 16(3), 328-339. (2010) French, C.E.; Shield, C.; Klaseus, D.; Smith, M.; Eriksson, W.; Ma, Z and Zhu, P., Cast-in-Place Concrete Connections for Precast Deck Systems, NCHRP Web-Only Document 173, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C., (2011) Goodspeed, C.; Robert, C.; Pelletier, J.; Salzer, D. and Santoso, P., Transverse Joint Configuration Development and Testing for a Modular Bridge Deck Replacement, Department of Civil Engineering, University of New Hampshire, Durham, NH (2011) Graybeal, B., Behavior of Field-Cast Ultra-High Performance Concrete Bridge Deck Connections Under Cyclic and Static Structural Loading, Report Number FHWA-HRT-11-023, Federal Highway Administration, Research, Development and Technology, Office of Infrastructure Research & Development, McLean, VA (2010) Graybeal, B., Behavior of Ultra-High Performance concrete Connections Between Precast Bridge Deck Elements, Proceedings of the 2010 Concrete Bridge Conference, Federal Highway Administration, Research, Development and Technology, Turner Fairbanks Research Center, (2010) Graybeal, B., Design and Construction of Field-Cast UHPC Connections, Tech Note Publication Number FHWA-HRT-14-084, Federal Highway Administration, Research, Development and Technology, Turner Fairbanks Research Center, (2014) Graybeal, B., Development of a Family of Ultra-High Performance Concrete Pi-Girders, Tech Brief Publication Number FHWA-HRT-14-028, Federal Highway Administration, Research, Development and Technology, Turner Fairbanks Research Center, (2014) Graybeal, B., Ultra-High Performance Concrete Composite Connections for Precast Concrete Bridge Decks, Tech Brief Publication Number FHWA-HRT-12-042, Federal Highway Administration, Research, Development and Technology, Turner Fairbanks Research Center, (2012) Haber, Z.; M. Saiidi and D. Sanders, Precast Column-Footing Connections for Accelerated Bridge Construction in Seismic Zones, Center for Civil Engineering Earthquake Research, Department of Civil
NCHRP Project 12-102 174 and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-13-08, May 2013 Halverson, M.; French, C. and Shield, C., Full-Depth Precast Concrete Bridge Deck System: Phase II, Report Number MN/RC 2012-30, Department of Civil Engineering, University of Minnesota, Minneapolis, MN, (2012) Hanna, K.E.; Morcous, G. and Tadros, M.K., Second Generation Precast Deck Panel (NUDECK) System, University of Nebraska, Nebraska Department of Roads, Lincoln Nebraska (2010) Haraldsson, O. S., Janes, T. M., Eberhard, M. O., & Stanton, J. F., Precast Bent System for High Sismic Regions- Laboratory Tests of Column-to-Footing Socket Connections, FHWA Report No. HIF-13-039, Federal Highway Administration Highway for LIFE Program Office, Washington D.C, (2013a) Haraldsson, O. S., Janes, T. M., Eberhard, M. O., & Stanton, J. F., Seismic Resistance of Socket Connection between Footing and Precast Column, J. Bridge Eng., 18(9), (2013b) Haraldsson, O.; et al., Laboratory Tests of Column-to-Footing Socket Connections, Highways for LIFE Technology Partnership Program (2011) Harryson, P., High Performance Joints for Concrete Bridge Applications, Chalmers University of Technology, Gothenburg, Sweden, Structural Engineering International, (2003) Heravi, A. M. and Osman, S. A., The Effect of Changing in Material and Details in Precast Column Socket Foundation on Bending Capacity: A State of the Art Review, Journal of Engineering and Applied Sciences, 7.8 (2012): 507-511 Hieber, D. G.; Wacker, J. M.; Eberhard, M. O. and Stanton, J. F., Precast Concrete Pier Systems for Rapid Construction of Bridges in Seismic Regions, Report No. WA-RD 611.1, Washington State Transportation Center (TRAC), (2005) Holland, T. J.; and Wesevich, J. W., In-situ Blast Testing of Shear-Screw Mechanical Couplers, Baker Engineering and Risk Consultants Inc., San Antonio TX, 2010 Holombo, J.; Priestley, M. J. N.and Seible, F., Continuity of Precast Prestressed Spliced-Girder Bridges under Seismic Loads, PCI Journal, 45.2 (2000): 40-63 Hsiao, D, I-215; 4500 South Structure Project Lessons Learned, Utah Department of Transportation, (2008) Ideker, J.H.; Deboodt, T. and Fu, T., Internal Curing of High-Performance Concrete for Bridge Decks, Oregon State University, School of Civil and Construction Engineering, Corvallis, OR (2013) Innovative Bridge Designs for Rapid Renewal, SHRP2 Report S2-R04-RR-1, The Second Strategic Highway Research Program, Transportation Research Board, Washington, D.C., (2014) Jansson, P.O., Evaluation of Grout-Filled Mechanical Splices for Precast Concrete Construction, Report No. R15.12, Michigan Department of Transportation, Lansing, MI. (May 2008) Jeong, H. I.; Sakai, J. and Mahin, S. A., Shaking Table Tests and Numerical Investigation of Self- Centering Reinforced Concrete Bridge Columns, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Public Works Research Institute, Tsukuba, Japan. (2008) Jones, H.L., Lateral Connections for Double Tee Bridges, Texas Transportation Institute, The Texas A&M University, College Station, Texas, (2001) Kappes, L., Berry, M., Murray, F., Stephens, J., and Barnes, K., Seismic Performance of Concrete- Filled Steel Tube to Concrete Pile-Cap Connections, Journal of Bridge Eng., 21(7), (2016)
NCHRP Project 12-102 175 Karapiperis, D., Lykidis, G., Savvopoulos, G. C., Khaled, E. S., and Loukakis, K., Combined Effort, Civil Engineering, 80(7), (2010), pp. 74-85 Kassner, B.L.; Brown, M.C. and Schokker, A.J., Material Investigation of the Full-Depth, Precast Concrete Deck Panels of the Old Woodrow Wilson Bridge, Report Number FHWA/VTRC 08-R2, Virginia Transportation Research Council, Charlottesville, VA (2007) Khaleghi, B., Integral Bent Cap for Continuous Precast Prestressed Girder Bridges, Transportation Research Board 92nd Annual Meeting, Paper No. 13-1723. (2013) Khaleghi, B.; Schultz, E.; Seguirant, Steve; Marsh, M.L.; Haraldsson, O.S.; Eberhard, M.O. and Stanton, J.F., Accelerated Bridge Construction in Washington State --From Research to Practice, PCI Journal, Precast/Prestressed Concrete Institute, Fall, pp. 34-49, (2012) Kwan, W. P. and Billington, S. L., Unbonded Post-tensioned Concrete Bridge Piers. I: Monotonic and Cyclic Analyses, Journal of Bridge Engineering, 8(2), 92-101, (2003) Lai, Y. C., Moment Connections of Concrete-Filled Fibre Reinforced Polymer Tubes to Reinforced Concrete Footings, Queen's University (2010) Lee, W. K. and Billington, S. L., Performance Based Earthquake Engineering Assessment of a Self- Centering, Post-Tensioned Concrete Bridge System, Earthquake Engineering & Structural Dynamics, 40(8), 887-902. (2011) Li, V.C.; Lepech, M. and Li, M., Field Demonstration of Durable Link Slabs for Jointless Bridge Decks Based on Strain-Hardening Cementitious Composites, Report Number RC-1471, The Advanced Civil Engineering Material Research Laboratory, Department of Civil and Environmental Engineering University of Michigan, Ann Arbor, (2005) Ling, J. H., et al., Behaviour of Grouted Pipe Splice Under Incremental Tensile Load, Construction and Building Materials 33 (2012): 90-98 Lopez de Murphy, M.; Kim, J., Sang, Z. and Xiao, C., Determining more effective Approaches for Grouting Shear Keys of Adjacent Box Beams, Penn State University, Pennsylvania DOT, (2010) Mahin, S.; Sakai, J. and Jeong, H., Use of Partially Prestressed Reinforced Concrete Columns to Reduce Post-Earthquake Residual Displacements of Bridges, Fifth National Seismic Conference on Bridges & Highways, San Francisco, California. (2006) Marsh, L.; Wernli, M.; Garrett, B.; Stanton, J. F.; Eberhard, M. O. and Weinert, M., Application of Accelerated Bridge Construction Connections in Moderate-to-High Seismic Regions, National Cooperative Highway Research Program, NCHRP Report 698, Washington, D.C. (2011) Marsh, M. L., Stringer, S. J., Stanton, J. F., Eberhard, M. O., Haraldsson, O. S., Tran, H. V., Khaleghi, B., Schultz, E., Seguirant, S., Precast Bent System for High Seismic Regions, FHWA Report No. HIF- 13037, Federal Highway Administration Highway for LIFE Program Office, Washington D.C, (2013) Marsh, M.L., Wernli, M., Garret, B.E., Stanton, J. F., Eberhard, M.O., Weinert, M.D., Application of Accelerated Bridge Construction in Connections in Moderate-to-High Seismic Regions, NCHRP Report 698, Washington, DC. (2011) Mashal, M.; White, S. and Palermo, A., Experimental Testing of Emulative Connections for Accelerated Bridge Construction in Seismic Areas, Ninth Austroads Bridge Conference, Sydney, New South Wales. 2014 Matsumoto, E. E., Emulative Precast Bent Cap Connections for Seismic Regions: Grouted duct and cap pocket test results, design and construction specifications, design examples, and connection details, ECS Rep. No. ECS-CSUS-2009 5 (2009)
NCHRP Project 12-102 176 Matsumoto, E.E., Waggoner, M. C., Kreger, M. E., Vogel, J., Wolf, L., Development of a Precast Concrete Bent-Cap System, PCI Journal, May-June Issue (2008) Matsumoto, E.E., Waggoner, M.C., Sumen, G. and Kreger, M.E, Development of a Precast Bent Cap System, Center for Transportation Research, the University of Texas at Austin: FHWA Report No. FHWA/TX-0-1748-2, (2001) Matsumoto, E.E.; Waggoner, M.C.; Sumen, G.; Kreger, M.E.; Wood, S.L. and Breen, J.E., Development of a Precast Bent Cap System, Report Number FHWA/TX-0-1748-2, Center for Transportation Research, The University of Texas at Austin, Austin, TX, (2001) McLean, D.I., and Smith, C.L., Non-contact Lap Splices in Bridge Column-Shaft Connections, WSDOT report WA-RD417.1, Olympia, Washington, (1997) Mehrsoroush, A. and Saiidi, M.S., Experimental and Analytical Seismic Studies of Bridge Piers with Innovative Pipe Pin Column-Footing Connections and Precast Pier caps, Center For Civil Engineering Earthquake Research, Department of Civil and Environmental Engineering, University of Nevada, Reno, Nevada, Report No. CCEER-14-07, (2014) Mehrsoroush, A. and Saiidi, M.S., Experimental Cyclic Response of Precast Bridge Piers with Novel Column-Base Pipe Pins and Pocket Pier cap Connections, ASCE Journal of Bridge Engineering, Vol. 21 No. 4, (2016) Moon, J.; et al., Evaluation of Embedded Concrete-Filled Tube (CFT) Column-to-Foundation Connections, Engineering Structures, 56 (2013): 22-35 Motaref, S., Saiidi, M.S., and Sanders, D., 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, Report No. CCEER-11-01, (2011) Nakaki, S.; Stanton, J. and Sritharan, S., An Overview of the PRESSS Five-Story Precast Test Building, PCI Journal, 44 (2), 26-39, Precast Prestressed Concrete Institute, (1999) Noureddine, I., Grottkau, W., Richards, W., Plastic Energy Absorption Capacity of #18 Reinforcing Bar Splices under Monotonic Loading, State of California, Dept. of Transportation, Division of New Technology, Materials and Research, Office of Structural Materials. (1996) Oesterle, R.G.; Elremaily, A.F., Guidelines for Design And Construction of Decked Precast, Prestressed Concrete Girder Bridges, Final Report for Project 12-69, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C., (2009) Oliva, M.G., Unlu, D. and Okumus, P., Rapid Bridge Construction Technology: Precast Elements for Substructures, Report Number WHRP 07-08, Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI (2011) Osanai, Y., Watanabe, F., & Okamoto, S., Stress Transfer Mechanism of Socket Base Connections with Precast Concrete Columns, ACI Structural Journal, 93(3), (1996) Osmun, R,; Bui, H.; and Outcalt, S., Accelerating Bridge Construction Utilizing Precast Pier Caps on State HWY 69 over Turkey Creek, Huerfano County, CO, Report Number CDOT-2014-8, Federal Highway Administration, McLean, VA, (2014) Ou, Y. C.; Wang, P. H.; Tsai, M. S.; Chang, K. C. and Lee, G. C., Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions, Journal of Structural Engineering, 136(3), 255-264. (2010) Ozden, S. and Ertas, O., Behavior of unbonded, post-tensioned, precast concrete connections with different percentages of mild steel reinforcement, PCI Journal, 52(2), 32-44. (2007)
NCHRP Project 12-102 177 Pang, J. B. K.; et al., Rapidly Constructible Large-Bar Precast Bridge-Bent Seismic Connection, Washington State Department of Transportation, Office of Research & Library Services, 2008 Pang, J., Eberhard, M., and Stanton, J., Large-Bar Connection for Precast Bridge Bents in Seismic Regions, WSDOT Research Report WA-RD 684.2, Washington State Department of Transportation, Olympia, WA, (2008) Pang, J., Steuck, K., Cohagen, L., Stanton, J., Eberhard, M., Rapidly Constructible Large-Bar Precast Bridge-Bent Seismic Connection, J. Bridge Eng., Vol 15, No. 3, (2010) Pantelides, C.P., Ameli, M. J., Parks, J.E., Browns, D. N., Seismic Evaluation of Grouted Splice Sleeve Connections for Precast RC Bridge Piers in ABC, UDOT Research Report No. UT-14-09, Utah Department of Transportation. Salt Lake City, Utah, (2014) Pantelides, C.P.; Weber, E.D., Evaluation of Bridge Deck Seal Treatment For ABC Bridge Decks using Precast Panels, Report Number UT- 11-17, University of Utah, Department of Civil and Environmental Engineering, Salt Lake City, UT (2011) Parant, E.; Rossi, P. and Boulay, C., Fatigue Behavior of a Multi-scale Cement Composite, Laboratoire Central des Ponts et Chaussées, Paris, France, (2006) PCI Design Handbook, Sixth Edition, Precast Prestressed Concrete Institute, (2004) Phares, B., Wipf, T., Bigelow, J., Bowers, R., Klaiber, F.W., Precast Concrete Elements for Accelerated Bridge Construction: Laboratory Testing, Field Testing, Evaluation of a Precast Concrete Bridge, Madison County Bridge, Project TR-561, Iowa Highway Research Board, Ames, IA (2009) Phares, B.; Rouse, J. and Miksell, J., Laboratory and Field Testing of an Accelerated Bridge Construction Demonstration Bridge: US Highway 6 Bridge over Keg Creek, InTrans Project 11-411, Bridge Engineering Center, Iowa State University. Ames, Iowa (2013) Phares, B.; Wipf, T.; Nielsen, S. and Klaiber W, Evaluation of the Buena Vista IBRD Bridge: A Furthering of Accelerated Bridge Construction in Iowa, Project Number TR-605, Iowa Highway Research Board, Ames, IA (2012) Phillippi, D. J., and Hegemier, G. A., Use of Mechanical Couplers in Concrete Columns, Proceedings of the 2013 Architectural Engineering Conference, held in State College Pennsylvania sponsored by Architectural Engineering Institute of ASCE. April 3-5, 2013, pp 715-724 Porter, S.; Julander, J.L.; Halling, M.W., Barr, P. and Boyle H., Laboratory Testing and Finite Element Modeling of Precast Bridge Deck Panel Transverse Connections, Report Number UT-10.14, Utah State University, Logan, UT (2010) Priestley, M. J. N.; Sritharan, S.; Conley, J. R. and Pampanin, S., Preliminary Results and Conclusions from the PRESSS Five-Story Precast Concrete Test Building, PCI Journal, 44(6), 42-67. Precast Prestressed Concrete Institute, (1999) Ralls, M, Manual on Use of Self-Propelled Modular Transporters to Remove and Replace Bridges, Federal Highway Administration, Washington, D.C., (2007) Rangaraju, P.R.; Kizhakommudom, H.; Li, Z. and Shiff, S.D., Development of High-Strength/High Performance Concrete/Grout Mixtures for Application in Shear Keys in Precast Bridges, Project Number 682, Glenn Department of Civil Engineering, College of Engineering and Science, Clemson University, Clemson, South Carolina (2014) Raynor, D. J.; Lehman, D. E. and Stanton, J. F., Bond-slip response of reinforcing bars grouted in ducts, ACI Structural Journal 99.5 (2002)
NCHRP Project 12-102 178 Restrepo, J.I.; Tobolski, M.J. and Matsumoto, E.E., Development of a Precast Bent Cap System for Seismic Regions, National Cooperative Highway Research Program, NCHRP Report 681, Washington, D.C. (2011) Riva, P., Seismic Behaviour of Precast Column-to-Foundation Grouted Sleeve Connections, Advances in Engineering Structures, Mechanics & Construction, Springer Netherlands, (2006), pp 121-128 Roh, H. and Reinhorn, A. M., Hysteretic Behavior of Precast Segmental Bridge Piers with Superelastic Shape Memory Alloy Bars, Engineering Structures, 32(10), 3394-3403. (2010) Roh, H. and Reinhorn, A. M., Nonlinear Static Analysis of Structures with Rocking Columns, Journal of Structural Engineering, 136(5), 532-542. (2009) Rosvall, E. S, Data Analysis of Utahâs I-80 Bridges â For use in the Development of Accelerated Bridge Construction Standards, Masterâs Thesis, Utah State University, Logan Utah (2010) Rouse, J.; Wipf, T.; Phares, B.; Fanous, F. and Berg, O., Design, Construction, and Field Testing of an Ultra High Performance Concrete Pi-Girder Bridge, IHRB Project TR-574, Institute for Transportation, Iowa State University, Ames, IA (2011) Rowell, S. and Hager, K. Investigation of the Dynamic Performance of Large Reinforcement Bar Mechanical Couplers, Structures Congress (2010), pp. 2059-2075 Rowell, S. P., Grey, C. E., Woodson, S. C., and Hager, K. P., High Strain-Rate Testing of Mechanical Couplers. Report No. ERDC TR-09-8. Port Hueneme, CA: US Army Corps of Engineers, (2009) Russell, H. G.; Ralls, M. L. and Tang, B. M., Part 3: Concrete Bridges: Prefabricated Bridge Elements and Systems in Japan and Europe, Transportation Research Record: Journal of the Transportation Research Board, 1928(1), 101-109 (2005) Sadeghian, P. and Fam, A., Analytical Formulation toward Optimal Embedment of Concrete-Filled Circular FRP Tubes in Concrete Footings, ASCE Journal of Engineering Mechanics, April 2010, Vol. 136 No. 4, pp. 524-533 Saiidi, SM, O'Brien, M, & Sadrossadat, M., Cyclic Response of Concrete Bridge Columns using Superelastic Nitinol and Bendable Concrete, ACI Str. J., Vol. 106, No. 1, (2009), pp.69-77 Scholz, D.P.; Wallenfelsz, J.A.; Lijeron, C. and Roberts-Wollmann, C.L., Recommendations for the Connection Between Full-Depth Precast Bridge Deck Panel Systems and Precast I-Beams, Report Number FHWA/VTRC 07-CR17, Virginia Transportation Research Council, Charlottesville, VA (2007) Shahawy, M.A. and Issa, M., Load Testing of Transversely Prestressed Double Tee Bridges, PCI Journal, March-April 1992, Florida Department of Transportation, Structural Research Center, (1992) Sheng, H.; Nielson, B.G.; Pang, W. and Schiff, S.D., Precast Alternative for Flat Slab Bridges, Report Number FHWA-SC-13-04, Clemson University, Glenn Department of Civil Engineering, Clemson, SC, (2013) Shim, C-S; Lee, P-G and Chang, S-P, Design of shear connection in composite steel and concrete bridges with precast decks, Journal of Constructional Steel Research 57 (2001) PP 203-219 SHRP2-R04, Innovative Bridge Designs for Rapid Renewal, Report S2-R04-RR-1, The Second Strategic Highway Research Program, Transportation Research Board, Washington, D.C., (2014) SHRP2-R04 Addendum Report, ABC Standard Concepts: The Lateral Slide, The Second Strategic Highway Research Program, Transportation Research Board, Washington, D.C., (2015) Sideris, P.; Aref, A. J. and & Filiatrault, A., Effects of Anchorage Hardware on the Cyclic Tensile Response of Unbonded Monostrands, PCI Journal, 59(3). (2014)
NCHRP Project 12-102 179 Sideris, P.; Aref, A. J. and Filiatrault, A., Large-Scale Seismic Testing of a Hybrid Sliding-Rocking Posttensioned Segmental Bridge System, Journal of Structural Engineering, (2014) Sideris, P.; Aref, A. J. and Filiatrault, A., Quasi-Static Cyclic Testing of a Large-Scale Hybrid Sliding- Rocking Segmental Column with Slip-Dominant Joints, Journal of Bridge Engineering, (2014) Snyder, R.; Vander Werff, J. R.; Thiemann, Z. and Sritharan, S., Seismic Performance of an I-Girder to Inverted-T Bent Cap Connection, Iowa State University, Ames, Iowa. (2011) Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members, ACI Innovation Task Group 1, ACI T1.2-03, (2003) SPMT Process Manual and Design Guide, Utah Department of Transportation, November 2009 Sritharan, S. and Ingham, J. M., Application of Strut-and-Tie Concepts to Concrete Bridge Joints in Seismic Regions, PCI Journal, 48.4 (2003): 66-90 Sritharan, S.; Priestley, M. J. N. and Seible, F., Enhancing Seismic Performance of Bridge Cap Beam- to-Column Joints using Prestressing, PCI Journal, 44.4 (1999): 74-91 Stanton, J. and Thonstad, T., Seismic ABC Research at University of Washington, Presentation. (2014) Stanton, J. Unbonded Pretensioned Hybrid Concept, Presentation at the PEER Annual Meeting, San Francisco, CA. (2010) Stanton, J.; Stone, W. C. and Cheok, G. S., Hybrid Reinforced Precast Frame for Seismic Regions, PCI Journal, 42(2), 20-32. (1997) Stanton, J.F.; Eberhard, M.O.; Sanders, D.; Thonstad, T. and Shanthawyi, M. I., A Pretensioned, Rocking Bridge Bent for ABC in Seismic Regions, Tenth U.S. National Conference on Earthquake Engineering, Anchorage, Alaska, (July 2014) Stephens, M. T., Roeder, C. W., Lehman, D. E., & Moon, J., Seismic Design of Concrete Filled Tube Columns and Their Connections, Proceedings of the 7th National Seismic Conference on Bridges and Highways, MCEER, Buffalo, NY, (2013) Stephens, M., Berg, L., Lehman, D., and Roeder, C., Seismic CFST Column-to-Precast Cap Beam Connections for Accelerated Bridge Construction, Journal of Structural Engineering, 142(9), (2016) Steuck, K. P.; Eberhard, M. O. and Stanton, J.F., Anchorage of Large-Diameter Reinforcing Bars in Ducts, ACI Structural Journal 106.4 (2009) Steuck, K.P.; Pang, J.B.K., Eberhard, M.O. and Stanton, J.F., Anchorage of Large-Diameter Reinforcing Bars Grouted Into Ducts, Report Number WA-RD-684.1, Washington State Transportation Center, University of Washington, Seattle, Washington, (2008) Sullivan, S. and Roberts-Wollmann, C.L., Experimental and Analytical Investigation of Full-Depth Precast Deck Panels on Prestressed I-Girders, Virginia Transportation Research Council, Charlottesville, VA (2008) Tazarv, M. and M. S. Saiidi. Seismic Performance of Next Generation Bridge Components for Accelerate Bridge Construction, University of Nevada, Reno, Caltrans Research Program, January 27, 2014 Tazarv, M. and Saiidi, M.S., Design and Construction of Bridge Columns Incorporating Mechanical Bar Splices in Plastic Hinge Zones, Center For Civil Engineering Earthquake Research, Department Of Civil and Environmental Engineering, University of Nevada, Reno, Report No. CCEER-15-07, (2015)
NCHRP Project 12-102 180 Tazarv, M. and Saiidi, M.S., Design and Construction of Precast Pier caps with Pocket Connections for High Seismic Regions, Center For Civil Engineering Earthquake Research, Department Of Civil and Environmental Engineering, University of Nevada, Reno, Report No. CCEER-15-06, (2015) Tazarv, M. and Saiidi, M.S., Next Generation of Bridge Columns for Accelerated Bridge Construction in High Seismic Zones, Center For Civil Engineering Earthquake Research, Department Of Civil and Environmental Engineering, University of Nevada, Reno, Report No. CCEER-14-06, (2014) Tazarv, M. and Saiidi, M.S., Seismic Design of Bridge Columns Incorporating Mechanical Bar Splices in Plastic Hinge Regions, Engineering Structures, Vol. 124, (2016) Temple, M.; Ballou, R.; Fowler, D. and Meyer, A.H., Implementation Manual for the Use of Rapid- Setting Concretes, Center for Transportation Research, The University of Texas at Austin, Austin, TX, (1984) Tests on Rebar Splices in Reinforced Concrete Columns using NMB Splice Sleeves, Splice Sleeve Japan Ltd. Tran, H. V., Eberhard, M. O., Stanton, J. F., Marsh, L. M., Seismic-Resistant ABC Connection between Precast Concrete Columns and Drilled Shafts, 10th U.S. National Conference on Earthquake Engineering, Anchorage, Alaska (2014) Tran, H. V., Stanton, J. F., Eberhard, M. O., Precast Bent System for High Seismic Regions: Laboratory Tests of Column-to-Drilled Shaft Socket Connections, FHWA Report No. HIF-13-038, Federal Highway Administration Highway for LIFE Program Office, Washington D.C, (2013) Tran, H. V.; et al., Seismic-Resistant, ABC Connection between Precast Concrete Columns and Drilled Shafts, University of Washington. (2014) Trono, W.; Jen, G.; Panagiotou, M.; Schoettler, M. and Ostertag, C. P., Seismic Response of a Damage- Resistant Re-centering Posttensioned-HYFRC Bridge Column, Journal of Bridge Engineering. (2014) Utah DOT, Structures Design and Detailing Manual, Utah Department of Transportation, (2015) Vander Werff, J. and Sritharan, S., Girder Load Distribution for Seismic Design of Integral Bridges, Journal of Bridge Engineering, 20.1 (2014) Wallenfelsz, J.A., Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels, Virginia Polytechnic Institute and State University, Blacksburg, VA, (2006) Walsh, K. and Kurama, Y., Behavior of Unbonded Post-Tensioning Monostrand Anchorage Systems under Monotonic Tensile Loading, PCI Journal, 55(1), 97-117. (2010) Walsh, K. Q. and Kurama, Y. C., Behavior and Design of Anchorages for Unbonded Post-Tensioning Strands in Seismic Regions, ASCE Structures Congress 2008 (pp. 1-10) Walsh, K. Q. and Kurama, Y. C., Effects of Loading Conditions on the Behavior of Unbonded Post- Tensioning Strand-Anchorage Systems, PCI Journal, 57(1), 76-96. (2012) Washington State Department of Transportation (WSDOT), Bridge Design Manual (LRFD), Olympia, WA, (2016) Wassef, W. G., Integral Steel Box-Beam Pier Caps, National Cooperative Highway Research Program, NCHRP Report No. 527, Transportation Research Board, 2004 Weldon, B.D.; Jáuregui, D.V.; Newtson, C.M.; Et al, Feasibility Analysis of Ultra High Performance Concrete for Prestressed Concrete Bridge Applications, New Mexico State University, New Mexico Department of Transportation (2012)
NCHRP Project 12-102 181 White, S. L., Controlled Damage Rocking Systems for Accelerated Bridge Construction, University of Canterbury, (2014) Wipf, T,; Phares, B.; Bigelow, J.; Hosteng, T. and Nadermann, A., Evaluation of the 24th Street Bridge, Institute for Transportation, Iowa State University, Ames, Iowa, (2010) Wipf, T.J.; Klaiber, F.W., and Hockerman, S., Precast Concrete Elements for Accelerated Bridge Construction: Laboratory Testing of Precast Substructure Components, Boone County Bridge, Project TR-561, Iowa Highway Research Board, Ames, IA (2009) Wright, J. S., Emulative Response of Precast Bent Cap-to-Column Connections-Cap Pocket Connections, MS thesis, California State University, Sacramento, (2010) Yee, A., New precast prestressed system saves money in Hawaii hotel, PCI Jo. 18(3), May-June (1973) Youssef, M. A.; Alam, M. S. and Nehdi, M, Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys, Journal of Earthquake Engineering, 12(7), 1205-1222, (2008) Ziehl, P.H.; Caicedo, J.M.; Rizos, D.; Mays, T.; et al., Testing of Connections between Prestressed Concrete Piles and Precast Concrete Bent Caps, University of South Carolina, Department of Civil and Environmental Engineering, (2011)
