1. Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing Jiangsu 210094, China;
2. Key Laboratory of Concrete and Pre-stressed Concrete Structure of Ministry of Education, Southeast University, Nanjing Jiangsu 210096, China
Improvements in Seismic Performance of Prefabricated Bridge Piers
ZHANG Yu-ye1,2, ZHAI Yong1
1. Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing Jiangsu 210094, China;
2. Key Laboratory of Concrete and Pre-stressed Concrete Structure of Ministry of Education, Southeast University, Nanjing Jiangsu 210096, China
摘要Compared with traditional cast-in place piers, prefabricated piers have many advantages and been applied in an increasing number of bridge structures in recent years. However, inferior seismic performance hinders the development of these innovative piers. Improvement methods for the seismic performance of prefabricated piers have thus been studied. However, systematic discussions on the advantages and disadvantages, applicability, and concepts of these methods are limited. Thus, this study comprehensively compares and analyzes improvements in the seismic performance of prefabricated piers. The background of the problem is first discussed. The main measures for improving the seismic performance of these structures are then summarized and classified into four categories. Furthermore, concepts and methods relevant to these measures are analyzed. Finally, main issues that warrant further study are proposed. This work provides reference for the future research and engineering practice of prefabricated bridge piers.
Abstract:Compared with traditional cast-in place piers, prefabricated piers have many advantages and been applied in an increasing number of bridge structures in recent years. However, inferior seismic performance hinders the development of these innovative piers. Improvement methods for the seismic performance of prefabricated piers have thus been studied. However, systematic discussions on the advantages and disadvantages, applicability, and concepts of these methods are limited. Thus, this study comprehensively compares and analyzes improvements in the seismic performance of prefabricated piers. The background of the problem is first discussed. The main measures for improving the seismic performance of these structures are then summarized and classified into four categories. Furthermore, concepts and methods relevant to these measures are analyzed. Finally, main issues that warrant further study are proposed. This work provides reference for the future research and engineering practice of prefabricated bridge piers.
基金资助:Supported by the National Natural Science Foundation of China (No. 51508276); the China Postdoctoral Science Foundation (No. 2015M570399); and the Postgraduate Research & Practice Innovation Program of Jiangsu Province (No. SJCX17_0117)
通讯作者:
ZHANG Yu-ye
E-mail: zyy@njust.edu.cn
引用本文:
张于晔, 翟勇. 装配式桥墩抗震性能的提升方法研究进展[J]. Journal of Highway and Transportation Research and Development, 2018, 12(2): 43-50.
ZHANG Yu-ye, ZHAI Yong. Improvements in Seismic Performance of Prefabricated Bridge Piers. Journal of Highway and Transportation Research and Development, 2018, 12(2): 43-50.
[1] DAWOOD H, ELGAWADY M, HEWES J. Behavior of Segmental Prefabricated Posttensioned Bridge Piers under Lateral Loads[J]. Journal of Bridge Engineering, 2012, 17(5):735-746.
[2] ELGAWADY M A, SHALAN A. Seismic Behavior of Self-Centering Prefabricated Segmental Bridge Bents[J]. Journal of Bridge Engineering, 2011, 16(3):328-339.
[3] JING Qiang. Analysis of Capacity of Prefabricated Bridge Pier Based on Degenerated Solid Virtual Laminated Elements[J]. Journal of Highway and Transportation Research and Development, 2016, 33(3):71-75. (in Chinese)
[4] BILLINGTON S L, BREEN J E. Improving Standard Highway Bridges with Attention to Cast in Place Substructures[J]. Journal of Bridge Engineering, 2000, 5(4):344-351.
[5] CHENG C. Shaking Table Tests of A Self-centering Designed Bridge Substructure[J]. Engineering Structures, 2008, 30(12):3426-3433.
[6] BU Z Y, OU Y C, SONG J W, et al. Cyclic Loading Test of Unbonded and Bonded Posttensioned Prefabricated Segmental Bridge Columns with Circular Section[J]. Journal of Bridge Engineering, 2016, 21(2):04015043.
[7] ZHANG Y Y, TENG G. Numerical Analysis on Seismic Performance of Hybrid Precast Segmental Bridge Columns[C]//Proceedings of the 19th Congress of Congress of International Association for Bridge and Structural Engineering (IABSE). Stockholm, Sweden:IABSE, 2016:1100-1107.
[8] WANG Z Q, GE J P, WEI H Y, et al. Recent Development in Seismic Research of Segmental Bridge Columns[J]. Earthquake Engineering and Engineering Vibration, 2009, 29(4):147-154.
[9] SUN Ye-fa, LIU Chang-yi, WANG Hai-bo, et al. Matching Precast Technology in Piers Dry Joints of Hongkong-Zhuhai-Macao Bridge[J]. China Harbour Engineering, 2015, 35(8):49-52. (in Chinese)
[10] WANG Yuan-yuan. Research on Numerical Analytical Model of Seismic Behavior for Prefabricated Segmental Prestressed Concrete Bridge[D]. Shanghai:Tongji Unversity, 2010. (in Chinese)
[11] BREEN J E. Design of Bridges for Urban Transportation[C]//Proceedings of 16th Congress of International Association for Bridge and Structural Engineering (IABSE). Lucerne, Switzerland:IABSE, 2000.
[12] OU Y C, WANG P H, TSAI M S, et al. Large-scale Experimental Study of Prefabricated Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions[J]. Journal of Structural Engineering, 2010, 136(3):255-264.
[13] BU Z Y, OU Y C, SONG J W, et al. Cyclic Loading Test of Unbonded and Bonded Posttensioned Prefabricated Segmental Bridge Columns with Circular Section[J]. Journal of Bridge Engineering, 2015, 21(2):04015043.
[14] CHOU C C, CHEN Y C. Cyclic Tests of Post-tensioned Prefabricated CFT Segmental Bridge Columns with Unbonded Strands[J]. Earthquake Engineering and Structural Dynamics, 2006, 35:159-175.
[15] MOTAREF S, SAⅡDI M, SANDERS D. Shake Table Studies of Energy-dissipating Segmental Bridge Columns[J]. Journal of Bridge Engineering, 2014; 19(2):186-199.
[16] ELGAWADY M, BOOKER A J, DAWOOD H M. Seismic Behavior of Posttensioned Concrete-filled Fiber Tubes[J]. Journal of Composites for Construction, 2010, 14(5):616-628.
[17] GUERRINI C, RESTREPO J I, MASSARI M, et al. Seismic Behavior of Posttensioned Self-centering Prefabricated Concrete Dual-shell Steel Columns[J]. Journal of Structural Engineering, 2015, 141:04014115.
[18] GE Ji-ping, WANG Zhi-qiang. Shake Table Tests of Segmental Bridge Columns with Match-cast Dry Joints[J]. Engineering Mechanics, 2011, 28(9):122-128. (in Chinese)
[19] BU Zhan-yu, TANG Guang-wu. Seismic Performance Investigation of Unbonded Prestressing Prefabricated Segmental Bridge Piers with Energy Dissipation Bars[J]. China Railway Science, 2011, 32(3):33-40. (in Chinese)
[20] ROH H, OU Y C, KIM J, et al. Effect of Yielding Level and Post-yielding Stiffness Ratio of ED Bars on Seismic Performance of PT Rocking Bridge Piers[J]. Engineering Structures, 2014, 81:454-463.
[21] MOON D Y, ROH H, CIMELLARO G P. Seismic Performance of Segmental Rocking Columns Connected with NiTi Martensitic SMA Bars[J]. Advances in Structural Engineering, 2015, 18(4):571-584.
[22] ELGAWADY M A, SHA'LAN A. Seismic Behavior of Self-centering Prefabricated Segmental Bridge Bents[J]. Journal of Bridge Engineering, 2011, 16(3):328-339.
[23] GUO T, CAO Z, XU Z, et al. Cyclic Load Tests on Self-Centering Concrete Pier with External Dissipators and Enhanced Durability[J]. Journal of Structural Engineering, 2016, 142(1):04015088.
[24] BILLINGTON S L, YOON J K. Cyclic Response of Unbonded Posttensioned Prefabricated Columns with Ductile Fiber-reinforced Concrete[J]. Journal of Bridge Engineering, 2004, 9(4):353-363.
[25] TRONO W, JEN G, PANAGIOTOU M, et al. Seismic Response of a Damage-Resistant Recentering Posttensioned-HYFRC Bridge Column[J]. Journal of Bridge Engineering, 2015, 20(7):04014096.
[26] NOGUEZ C A C, SAⅡDI M S. Performance of Advanced Materials during Earthquake Loading Tests of a Bridge System[J]. Journal of Structural Engineering, 2013, 139(1):144-154.
[27] MOTAREF S, SAⅡDI M, SANDERS D. Shake Table Studies of Energy-dissipating Segmental Bridge Columns[J]. Journal of Bridge Engineering, 2014,19:186-199.
[28] IBRAHIM A M A, WU Z, FAHMY M F, et al. Experimental Study on Cyclic Response of Concrete Bridge Columns Reinforced by Steel and Basalt FRP Reinforcements[J]. Journal of Composites for Construction, 2016, 20(3):04015062.
[29] SHRESTHA K C, SAⅡDI M S, CRUZ C A. Advanced Materials for Control of Post-Earthquake Damage in Bridges[J]. Smart Materials and Structures, 2015, 24(2):025035.
[30] HOSSEINI F, GENCTURK B, LAHPOUR S, et al. An Experimental Investigation of Innovative Bridge Columns with Engineered Cementitious Composites and Cu-Al-Mn Super-elastic Alloys[J]. Smart Materials and Structures, 2015, 24(8):085029.
[31] HARALDSSON O S, JANES T M, EBERHARD M O, et al. Seismic Resistance of Socket Connection between Footing and Prefabricated Column[J]. Journal of Bridge Engineering, 2013, 18(9):910-919.
[32] WANG Z, GE J, WEI H. Seismic Performance of Prefabricated Hollow Bridge Piers with Different Construction Details[J]. Frontiers of Structural and Civil Engineering, 2014, 8(4):399-413.
[33] OU Y C, OKTAVIANUS Y, TSAI M S. An Emulative Prefabricated Segmental Concrete Bridge Column for Seismic Regions[J]. Earthquake Spectra, 2013, 29(4):1441-1457.
[34] KIM D H, MOON D Y, KIM M K, et al. Experimental Test and Seismic Performance of Partial Prefabricated Concrete Segmental Bridge Column with Cast-in-place Base[J]. Engineering Structures, 2015, 100:178-188.
[35] MEHRSOROUSH A, SAⅡDI M S. Cyclic Response of Prefabricated Bridge Piers with Novel Column-base Pipe Pins and Pocket Cap Beam Connections[J]. Journal of Bridge Engineering, 2016, 21(4):04015080.
[36] WANG Jun-wen, ZHANG Wei-guang, LI Jian-zhong. Quasi-static Tests and Numerical Analysis of Prestressed Concrete Hollow Pier[J]. Bridge Construction, 2015, 45(3):63-69. (in Chinese)
[37] KIM H S, CHIN W J, CHO J R, et al. An Experimental Study on the Behavior of Shear Keys According to the Curing Time of UHPC[J]. Engineering, 2015, 7:212-218.
[38] ZHANG Q, ALAM M S. Evaluating the Seismic Behavior of Segmental Unbounded Posttensioned Concrete Bridge Piers Using Factorial Analysis[J]. Journal of Bridge Engineering, 2016, 21(4):04015073.
[39] BU Z Y, OU Y C. Simplified Analytical Pushover Method for Prefabricated Segmental Concrete Bridge Columns[J]. Advances in Structural Engineering, 2013, 16(5):805-822.
[1]
常柱刚, 王林凯, 夏飞龙. 基于CV NewMark-b法桥梁风致振动FSI数值模拟[J]. Journal of Highway and Transportation Research and Development, 2019, 13(2): 28-37.