Seismic-Resistant Precast Concrete Structures: State of the Art
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Yahya C. Kurama | Robert B. Fleischman | José I. Restrepo | Richard Henry | Patricio Bonelli | Ned M. Cleland | Sri Sritharan | Shivam Ghosh | S. Sritharan | S. Ghosh | J. Restrepo | Y. Kurama | R. Henry | P. Bonelli | R. Fleischman | N. Cleland
[1] Mohamed A. ElGawady,et al. Behavior of Segmental Precast Posttensioned Bridge Piers under Lateral Loads , 2012 .
[2] Robert E. Englekirk. Overview of PCI Workshop on Effective Use of Precast Concrete for Seismic Resistance , 1986 .
[3] José I. Restrepo,et al. Seismic performance of self-centering structural walls incorporating energy dissipators , 2007 .
[4] Yahya C. Kurama,et al. A Type III Grouted Seismic Connector for Precast Concrete Structures , 2017 .
[5] J. Stanton,et al. Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading , 1995 .
[6] Minehiro Nishiyama,et al. Lessons learned from the Kobe earthquake: a Japanese perspective , 1995 .
[7] Ned M. Cleland,et al. Performance of Precast Concrete Building Structures , 2012 .
[8] Alessandro Palermo,et al. Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters , 2009 .
[9] M. Saiid Saiidi,et al. Seismic Performance of Precast Columns with Mechanically Spliced Column-Footing Connections , 2014 .
[10] Jeffrey Matthews,et al. Hollow-core floor slab performance following a severe earthquake , 2004 .
[11] Kuo-Chun Chang,et al. Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars , 2010 .
[12] Douglas P. Clough. Considerations in the Design and Construction of Precast Concrete Diaphragms for Earthquake Loads , 1982 .
[13] Michael G. Oliva,et al. A Practical Method to Estimate Elastic Deformation of Precast Pretopped Double-Tee Diaphragms , 2005 .
[14] Clay Naito,et al. Development of a Seismic Design Methodology for Precast Diaphragms - PHASE 1 SUMMARY REPORT , 2006 .
[15] Richard Henry,et al. Panel connection details in existing New Zealand precast concrete buildings , 2016 .
[16] Kuo-Chun Chang,et al. Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions , 2010 .
[17] Andre Filiatrault,et al. Large-Scale Seismic Testing of a Hybrid Sliding-Rocking Posttensioned Segmental Bridge System , 2014 .
[18] Matthew J Tobolski,et al. Development of a Precast Bent Cap System for Seismic Regions , 2011 .
[19] Sri Sritharan,et al. Defining Concrete Compressive Strain in Unbonded Post-Tensioned Walls , 2012 .
[20] Marios Panagiotou,et al. Seismic Response of a Damage-Resistant Recentering Posttensioned-HYFRC Bridge Column , 2015 .
[21] Robert B. Fleischman,et al. Appropriate Overstrength of Shear Reinforcement in Precast Concrete Diaphragms , 2007 .
[22] José I. Restrepo,et al. Influence of Vertical Earthquake Motion and Pre-earthquake Stress on Joint Response of Precast Concrete Segmental Bridges , 2009 .
[23] John F. Stanton,et al. An Overview of the PRESSS Five-Story Precast Test Building , 1999 .
[24] José I. Restrepo,et al. Seismic Design Forces for Rigid Floor Diaphragms in Precast Concrete Building Structures , 2007 .
[25] Tae-hoon Kim,et al. Seismic Performance Assessment of Hollow Reinforced Concrete and Prestressed Concrete Bridge Columns , 2012 .
[26] Andrea Belleri,et al. Preliminary results of the shake-table testing for the development of a diaphragm seismic design methodology , 2009 .
[27] Brian G. Morgen,et al. Seismic Design of Friction-Damped Precast Concrete Frame Structures , 2005 .
[28] Sri Sritharan,et al. Single precast concrete rocking walls as earthquake force‐resisting elements , 2017 .
[29] Seong-Woon Kim,et al. Performance Assessment of Precast Concrete Segmental Bridge Columns with Shear Resistance Connecting Structure , 2010 .
[30] Yahya C. Kurama,et al. Hybrid Post-Tensioned Precast Concrete Walls for Use in Seismic Regions , 2002 .
[31] José I. Restrepo,et al. Earthquake‐induced floor horizontal accelerations in buildings , 2002 .
[32] M. J. Nigel Priestley,et al. Overview of PRESSS Research Program , 1991 .
[33] Stephen Pessiki,et al. Seismic behavior and design of unbonded post-tensioned precast concrete frames , 1999 .
[34] Robert B. Fleischman,et al. EFFECT OF DIMENSION AND DETAIL ON THE CAPACITY OF PRECAST CONCRETE PARKING STRUCTURE DIAPHRAGMS , 2003 .
[35] Andrea Belleri,et al. Dynamic behavior of rocking and hybrid cantilever walls in a precast concrete building , 2014 .
[36] Andrea Belleri,et al. Seismic performance and retrofit of precast concrete grouted sleeve connections , 2012 .
[37] Alessandro Palermo,et al. Biaxial testing of unbonded post‐tensioned rocking bridge piers with external replacable dissipaters , 2011 .
[38] Ryo Yamashita,et al. Seismic Performance of Precast Unbonded Prestressed Concrete Columns , 2009 .
[39] Robert Park,et al. A perspective on the seismic design opf precast concrete structures in New Zealand , 1995 .
[40] George E. Ramey,et al. Structural Design Actions to Mitigate Bridge Deck Cracking , 1997 .
[41] Robert E. Englekirk,et al. U.S.-Japan Seminar on Precast Concrete Construction in Seismic Zones , 1987 .
[42] Robert B. Fleischman,et al. Dynamic behavior of perimeter lateral‐system structures with flexible diaphragms , 2001 .
[43] Giandomenico Toniolo,et al. Precast concrete structures: the lessons learned from the L'Aquila earthquake , 2012 .
[44] Richard Sause,et al. Seismic Response Evaluation of UnbondedPost-Tensioned Precast Walls , 2002 .
[45] Zhu Xiaojun,et al. Experimental study on seismic behavior of slab connections in untopped precast RC floor diaphragms , 2012 .
[46] Yahya C. Kurama,et al. Seismic design guidelines for solid and perforated hybrid precast concrete shear walls , 2014 .
[47] Sri Sritharan,et al. Behavior of unbonded post-tensioning monostrand anchorage systems under short duration, high amplitude cyclical loading , 2015 .
[48] Amar Mahmood Rahman,et al. Earthquake resistant precast concrete buildings : seismic performance of cantilever walls prestressed using unbonded tendons , 2000 .
[49] Clay Naito,et al. An Evaluation Method for Precast Concrete Diaphragm Connectors Based on Structural Testing , 2013 .
[50] M. ElGawady,et al. Seismic Behavior of Self-Centering Precast Segmental Bridge Bents , 2011 .
[51] Y. Kurama. Seismic Design of Unbonded Post-Tensioned Precast Concrete Walls with Supplemental Viscous Damping , 2000 .
[52] S. K. Ghosh,et al. Building code provisions for precast/prestressed concrete: A brief history , 2003 .
[53] Paolo Negro,et al. Pseudodynamic tests on a full-scale 3-storey precast concrete building: behavior of the mechanical connections and floor diaphragms , 2013 .
[54] Richard Henry,et al. Testing of Reinforced Concrete Frames Extracted from a Building Damaged during the Canterbury Earthquakes , 2016 .
[55] Sri Sritharan,et al. A simplified analysis method for characterizing unbonded post-tensioned precast wall systems , 2009 .
[56] Kuo-Chun Chang,et al. Large‐scale seismic tests of tall concrete bridge columns with precast segmental construction , 2008 .
[57] M J N Priestley,et al. SEISMIC DESIGN AND PERFORMANCE OF PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS , 2002 .
[58] Alessandro Palermo,et al. Quasi-Static Testing of Posttensioned Nonemulative Column-Footing Connections for Bridge Piers , 2016 .
[59] Sarah L. Billington,et al. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete , 2004 .
[60] Richard Henry,et al. Performance of precast concrete floor systems during the 2010/2011 Canterbury earthquake series , 2014 .
[61] Richard Henry,et al. Testing support connections of 400 deep hollow-core precast concrete floors , 2014 .
[62] Robert Park,et al. Seismic Design of Lightly Reinforced Precast Concrete Rectangular Wall Panels , 2002 .
[63] Yahya C. Kurama,et al. SDOF Demand Index Relationships for Performance-Based Seismic Design , 2003 .
[64] Hyun-Ho Kim,et al. Experimental evaluation of seismic performance of precast segmental bridge piers with a circular solid section , 2008 .
[65] Andrew H. Buchanan,et al. Tests on Connections of Earthquake Resisting Precast Reinforced Concrete Perimeter Frames of Buildings , 1995 .
[66] John B. Mander,et al. Seismic Performance of Precast Reinforced and Prestressed Concrete Walls , 2003 .
[67] Matthew J Tobolski,et al. Development of Rocking Column Systems , 2008 .
[68] Brian G. Morgen,et al. A Friction Damper for Post-Tensioned Precast Concrete Moment Frames , 2004 .
[69] J. Restrepo,et al. Damage Evaluations of Precast Concrete Structures in the 2010–2011 Canterbury Earthquake Sequence , 2014 .
[70] Miguel A. Torres Matos,et al. Comportamiento sísmico de cimentación tipo candelero para puentes con columnas prefabricadas de concreto reforzado , 2014 .
[71] R. Park. PRECAST CONCRETE IN SEISMIC-RESISTING BUILDING FRAMES IN NEW ZEALAND , 1990 .
[72] Clay Naito,et al. Seismic Design Methodology for Precast Concrete Diaphragms Part 2: Research Program , 2005 .
[73] D. K. Bull. Understanding the complexities of designing diaphragms in buildings for earthquakes , 2004 .
[74] Yahya C. Kurama,et al. Nonlinear Behavior of Precast Concrete Coupling Beams under Lateral Loads , 2007 .
[75] Stefano Pampanin,et al. EXPECTATION MEETS REALITY: SEISMIC PERFORMANCE OF POST- TENSIONED PRECAST CONCRETE SOUTHERN CROSS ENDOSCOPY BUILDING DURING THE 22 ND FEB 2011 CHRISTCHURCH EARTHQUAKE , 2011 .
[76] Richard Henry,et al. In-plane cyclic testing of precast concrete wall panels with grouted metal duct base connections , 2019, Engineering Structures.
[77] Yuyun Tajunnisa,et al. SEISMIC DESIGN OF PRECAST CONCRETE HOUSE , 2011 .
[78] Stefano Pampanin,et al. PRELIMINARY OBSERVATIONS FROM BIAXIAL TESTING OF A TWO-STOREY, TWO-BY-ONE BAY, REINFORCED CONCRETE SLOTTED BEAM SUPERASSEMBLY , 2012 .
[79] D. K. Bull,et al. Assessment of hollow-core floors for seismic performance , 2010 .
[80] Richard Sause,et al. Ductility demands on self-centering systems under earthquake loading , 2005 .
[81] Marc O. Eberhard,et al. Shaking Table Performance of a New Bridge System with Pretensioned Rocking Columns , 2016 .
[82] Yahya C. Kurama,et al. Seismic Design of Partially Post-Tensioned Precast Concrete Walls , 2005 .
[83] Sri Sritharan,et al. Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping , 2017 .
[84] Sarira Motaref,et al. Shake Table Studies of Energy-Dissipating Segmental Bridge Columns , 2014 .
[85] Mario E. Rodriguez,et al. Behavior of Connections and Floor Diaphragms in Seismic-Resisting Precast Concrete Buildings , 2005 .
[86] Yahya C. Kurama,et al. Design of rectangular openings in precast walls under vertical loads , 2002 .
[87] S. Pessiki,et al. Experimental Lateral Load Response of Unbonded Post-Tensioned Precast Concrete Walls , 2013 .
[88] H. S. Lew,et al. Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading , 1993 .
[89] Chung-Che Chou,et al. Cyclic tests of post‐tensioned precast CFT segmental bridge columns with unbonded strands , 2006 .
[90] Soumya K Ghosh. UPDATE ON THE NEHRP PROVISIONS: THE RESOURCE DOCUMENT FOR SEISMIC DESIGN , 2004 .
[91] Y. Kurama. Simplified Seismic Design Approach for Friction-Damped Unbonded Post-Tensioned Precast Concrete Walls , 2001 .
[92] Yahya C. Kurama,et al. Design and Measured Behavior of a Hybrid Precast Concrete Wall Specimen for Seismic Regions , 2011 .
[93] Richard Sause,et al. Integrated Analytical and Experimental Research to Develop a New Seismic Design Methodology for Precast Concrete Diaphragms , 2013 .
[94] Sri Sritharan,et al. Precast concrete wall with end columns (PreWEC) for earthquake resistant design , 2015 .
[95] Yahya C. Kurama,et al. PERFORATED HYBRID PRECAST SHEAR WALLS FOR SEISMIC REGIONS , 2015 .
[96] Fumio Watanabe,et al. Stress Transfer Mechanism of Socket Base Connectionswith Precast Concrete Columns , 1996 .
[97] Tae-Hoon Kim,et al. Performance assessment of precast segmental PSC bridge columns with precast concrete footings , 2010 .
[98] Harris P. Mouzakis,et al. Shear resistance of pinned connections of precast members to monotonic and cyclic loading , 2012 .
[99] José I. Restrepo,et al. Modeling of Jointed Connections in Segmental Bridges , 2011 .
[100] John F. Stanton,et al. A Precast Concrete Bridge Bent Designed to Re-center after an Earthquake , 2008 .
[101] Frieder Seible,et al. CONTINUITY OF PRECAST PRESTRESSED SPLICED-GIRDER BRIDGES UNDER SEISMIC LOADS , 2000 .
[102] John F. Stanton,et al. Large-Bar Connection for Precast Bridge Bents in Seismic Regions , 2008 .
[103] Ned M. Cleland,et al. Untopped precast concrete diaphragms in high-seismic applications , 2002 .
[104] Yahya C. Kurama,et al. Behavior of unbonded post-tensioning monostrand anchorage systems under monotonic tensile loading , 2010 .
[105] Sri Sritharan,et al. An experimental investigation of a wall-to-floor connector for self-centering walls , 2014 .
[106] Richard Sause,et al. LATERAL LOAD BEHAVIOR OF UNBONDED POST-TENSIONED PRECAST CONCRETE WALLS WITH VERTICAL JOINTS , 2004 .
[107] Sri Sritharan,et al. A cost-effective integral bridge system with precast concrete I-girders for seismic application , 2015 .
[108] John F. Stanton,et al. NEW SEISMIC DESIGN PROVISIONS FOR DIAPHRAGMS IN PRECAST CONCRETE PARKING STRUCTURES , 2000 .
[109] Neil M. Hawkins,et al. Acceptance Criteria for Special Precast Concrete Structural Walls Based on Validation Testing , 2004 .
[110] Mjn Priestley,et al. SEISMIC RESPONSE OF PRECAST PRESTRESSED CONCRETE FRAMES WITH PARTIALLY DEBONDED TENDONS , 1993 .
[111] Michael G. Oliva,et al. Seismic Behavior of Large Panel Precast Concrete Walls: Analysis and Experiment , 1989 .
[112] Jack P. Moehle,et al. The 2010 E-defense shaking table test on four-story reinforced concrete and post-tensioned concrete buildings , 2014 .
[113] Frieder Seible,et al. Seismic performance of precast segmental bridges: Segment-to-segment joints subjected to high flexural moments and high shears , 2003 .
[114] Neil M. Hawkins,et al. Codification of Precast Seismic Structural Systems: An Update , 2006 .
[115] L. G. Mrazek. Effects of Anchor Wedge Dimensional Parameters , 2016 .
[116] Robert Park,et al. Tests on special reinforcement for the end support of hollow-core slabs , 1994 .
[117] Robert E. Englekirk. Design-construction of The Paramount: a 39-story precast prestressed concrete apartment building , 2002 .
[118] George W. Housner,et al. The Great Tangshan Earthquake of 1976 , 2002 .
[119] Ahmed Ghobarah,et al. The August 17, 1999, Kocaeli (Turkey) earthquake - damage to structures , 2001 .
[120] Alessandro Palermo,et al. Dynamic Testing of Precast, Post-Tensioned Rocking Wall Systems with Alternative Dissipating Solutions , 2008 .
[121] Alessandro Palermo,et al. Design, Modeling, and Experimental Response of Seismic Resistant Bridge Piers with Posttensioned Dissipating Connections , 2007 .
[122] Paolo Negro,et al. Pseudodynamic Tests on a Full-Scale 3-Storey Precast Concrete Building: Global Response , 2013 .
[123] Sri Sritharan,et al. Seismic response of precast, posttensioned concrete jointed wall systems designed for low- to midrise buildings using the direct displacement-based approach , 2015 .
[124] Yahya C. Kurama,et al. Analytical Modeling and Design Validation of Posttensioned Precast Concrete Coupling Beams for Seismic Regions , 2012 .
[125] George C. Lee,et al. Seismic Performance of Segmental Precast Unbonded Posttensioned Concrete Bridge Columns , 2007 .
[126] Brian G. Morgen,et al. Seismic Response Evaluation of Posttensioned Precast Concrete Frames with Friction Dampers , 2008 .
[127] Robert B. Fleischman,et al. Establishment of performance‐based seismic design factors for precast concrete floor diaphragms , 2016 .
[128] Jack P. Moehle,et al. NEHRP Seismic Design Technical Brief No. 3 - Seismic Design of Cast-in-Place Concrete Diaphragms, Chords, and Collectors: A Guide for Practicing Engineers | NIST , 2010 .
[129] José I. Restrepo,et al. Seismic Behavior of Posttensioned Self-Centering Precast Concrete Dual-Shell Steel Columns , 2015 .
[130] Tony John Holden. A comparison of the seismic performance of precast wall construction : emulation and hybrid approaches , 2001 .
[131] Robert B. Fleischman,et al. Effect of Spandrel Beam to Double Tee Connection Characteristic on Flexure-Controlled Precast Diaphragms , 2012 .
[132] Clay Naito,et al. Integrated Analytical and Experimental Research Program to Develop a Seismic Design Methodology for Precast Diaphragms , 2004 .
[133] John F. Stanton,et al. Application of Accelerated Bridge Construction Connections in Moderate-to-High Seismic Regions , 2011 .
[134] Gokhan Pekcan,et al. Rocking Wall–Frame Structures with Supplemental Tendon Systems , 2004 .
[135] Robert B. Fleischman,et al. Seismic Performance of Perimeter Lateral-System Structures with Highly Flexible Diaphragms , 2002 .
[136] S. Pessiki,et al. Analytical and Experimental Lateral Load Behavior of Unbonded Posttensioned Precast Concrete Walls , 2007 .
[137] Robert Park,et al. Seismic Resistance of Frames Incorporating Precast Prestressed Concrete Beam Shells , 1986 .
[138] Mustafa Mashal,et al. Quasi-static cyclic tests of Emulative Precast Segmental Bridge Piers (E-PSBP) , 2013 .
[139] Brian J. Smith,et al. Behavior of Precast Concrete Shear Walls for Seismic Regions: Comparison of Hybrid and Emulative Specimens , 2013 .
[140] Yahya C. Kurama,et al. Effects of Loading Conditions on the Behavior of Unbonded Post-Tensioning Strand-Anchorage Systems , 2012 .
[141] Y. Kurama,et al. Lateral Load Behavior and Seismic Design of Unbonded Post-Tensioned Precast Concrete Walls , 1999 .
[142] Michael G. Oliva,et al. Tests on double tee flange connectors subjected to monotonic and cyclic loading , 1998 .
[143] L. Girardi,et al. Seismic performance , 2018, Astronomy & Astrophysics.
[144] Neil M. Hawkins,et al. Performance of precast/prestressed concrete building structures during Nirthridge earthquake , 1994 .
[145] Ho Jung Lee,et al. Interstory drift estimates for low-rise flexible diaphragm structures , 2007 .
[146] A. Fattah Shaikh,et al. Load Testing of a Precast Concrete Double-Tee Flange Connector , 2004 .
[147] Michael G. Oliva,et al. Seismic testing of large panel precast walls: Comparison of pseudostatic and shaking table tests , 1990 .
[148] Alessandro Palermo,et al. High-Damage and Low-Damage Seismic Design Technologies for Accelerated Bridge Construction , 2015 .
[149] Chin Tung Cheng,et al. SEISMIC RESISTANCE OF BRIDGE PIERS BASED ON DAMAGE AVOIDANCE DESIGN , 1997 .
[150] Andre Filiatrault,et al. Experimental Seismic Performance of a Hybrid Sliding–Rocking Bridge for Various Specimen Configurations and Seismic Loading Conditions , 2015 .
[151] John F. Stanton,et al. Seismic Resistance of Socket Connection between Footing and Precast Column , 2013 .
[152] Clay Naito,et al. Precast Concrete Diaphragm Connector Performance Database , 2013 .
[153] Richard Sause,et al. Seismic Design of Unbonded Post-Tensioned Precast Concrete Walls with Vertical Joint Connectors , 2004 .
[154] Yahya C. Kurama,et al. Experimental Evaluation of Post-Tensioned Precast Concrete Coupling Beams , 2009 .
[155] Andre Filiatrault,et al. Effects of anchorage hardware on the cyclic tensile response of unbonded monostrands , 2014 .
[156] Frieder Seible,et al. SEISMIC PERFORMANCE OF PRECAST SEGMENTAL BRIDGE SUPERSTRUCTURES WITH INTERNALLY BONDED PRESTRESSING TENDONS , 2002 .
[157] Saad E. Moustafa. Effectiveness of Shear-Friction Reinforcement in Shear Diaphragm Capacity of Hollow-Core Slabs , 1981 .
[158] Clay Naito,et al. Experimental Evaluation of Pretopped Precast Diaphragm Critical Flexure Joint under Seismic Demands , 2011 .
[159] Sri Sritharan,et al. Preliminary results and conclusions from the PRESSS five-story precast concrete test Building , 1999 .
[160] Ho Jung Lee,et al. Seismic response of parking structures with precast concrete diaphragms , 2008 .
[161] Arturo E. Schultz,et al. Self-Centering Behavior of Unbonded, Post-Tensioned Precast Concrete Shear Walls , 2009 .
[162] M. Saiid Saiidi,et al. UHPC-filled duct connections for accelerated bridge construction of RC columns in high seismic zones , 2015 .
[163] Minehiro Nishiyama. Seismic design of prestressed concrete buildings , 1990 .
[164] Sharon L. Wood,et al. Performance of Precast Parking Garages during the 1994 Northridge Earthquake. , 1995 .
[165] William J. Venuti. DIAPHRAGM SHEAR CONNECTORS BETWEEN FLANGES OF PRESTRESSED CONCRETE T-BEAMS , 1970 .