230
Views
0
CrossRef citations to date
0
Altmetric
Research Article

Effects of Deck-Abutment Pounding on the Seismic Fragility Curves of Box-Girder Highway Bridges

, , &
Pages 2188-2217 | Received 04 Nov 2022, Accepted 09 Nov 2023, Published online: 21 Nov 2023

References

  • AASHTO LRFD Bridge Design Specifications. 2020. Washington, D.C: American Association of State Highway and Transportation Officials.
  • Abbasi, M., and M. A. Moustafa. 2016. The Effect of In-Span Hinges on the Seismic Behavior of Multiple-Frame Reinforced Concrete Box Girder Bridge. In Proceedings of the Istanbul Bridge Conference, 8–10.
  • Abbasi, M., and M. A. Moustafa. 2019. “Time-Dependent Seismic Fragilities of Older and Newly Designed Multi-Frame Reinforced Concrete Box-Girder Bridges in California.” Earthquake Spectra 35 (1): 233–266. https://doi.org/10.1193/102317EQS220M.
  • Abbasi, M., B. Zakeri, and G. G. Amiri. 2016. “Probabilistic Seismic Assessment of Multiframe Concrete Box-Girder Bridges with Unequal-Height Piers.” Journal of Performance of Constructed Facilities 30 (2): 04015016. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000753.
  • Amjadian, M., and A. K. Agrawal. 2016. “Rigid-Body Motion of Horizontally Curved Bridges Subjected to Earthquake-Induced Pounding.” Journal of Bridge Engineering 21 (12): 04016090. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000962.
  • Amjadian, M., A. Kalantari, and A. K. Agrawal. 2018. “Analytical Study of the Coupled Motions of Decks in Skew Bridges with the Deck–Abutment Collision.” Journal of Vibration and Control 24 (7): 1300–1321. https://doi.org/10.1177/1077546316659781.
  • Andreotti, G., and C. G. Lai. 2019. “Use of Fragility Curves to Assess the Seismic Vulnerability in the Risk Analysis of Mountain Tunnels.” Tunnelling and Underground Space Technology 91:103008. https://doi.org/10.1016/j.tust.2019.103008.
  • Ayyub, B. M., and K. L. Lai. 1989. “Structural Reliability Assessment Using Latin Hypercube Sampling.” In Proc., ICOSSAR’89, the 5th Int. Conf. on Structural Safety and Reliability, Part II, ASCE, San Francisco.
  • Baker, J. W., T. Lin, S. K. Shahi, and N. Jayaram. 2011. New Ground Motion Selection Procedures and Selected Motions for the PEER Transportation Research Program. Pacific Earthquake Engineering Research Center, University of CaliforniaBerkeley, Berkeley, CA, PEER Report, ( 2011/3).
  • Bertero, V. V., and R. C. Collins. 1973, “Investigation of the Failures of the Olive View Stairtowers During the San Fernando Earthquake and Their Implications on Seismic Design”, Report no. EERC 73-26, Earthquake Engineering Research Center, University of California, Berkeley, CA.
  • Buckle, I. 1994. The Northridge, California Earthquake of January 11, 1994: Performance of Highway Bridges. Tech. Rep. NCEER-94-0068, National Center for Earthquake Engineering Research.
  • Buckle, I., M. Hube, G. Chen, W. H. Yen, and J. Arias. 2012. “Structural Performance of Bridges in the Offshore Maule Earthquake of 27 February 2010.” Earthquake Spectra 28 (S1): S533–S552. https://doi.org/10.1193/1.4000031
  • Celik, O. C., and B. R. Ellingwood. 2010. “Seismic fragilities for non-ductile reinforced concrete frames–Role of aleatoric and epistemic uncertainties.” Structural Safety 32 (1): 1–12. https://doi.org/10.1016/j.strusafe.2009.04.003.
  • Chang, G. A., and J. B. Mander 1994. “Seismic Energy Based Fatigue Damage Analysis of Bridge Columns. Part 1—Evaluation of Seismic Capacity.” NCEER Technical Rep. No. NCEER-94-0006, State Univ. of New York, Buffalo, NY.
  • Chen, W. F., and L. Duan, Eds. 2003. Bridge Engineering: Seismic Design. Boca Raton, FL: CRC press.
  • Chen, J., Q. Han, X. Liang, and X. Du. 2017. “Effect of Pounding on Nonlinear Seismic Response of Skewed Highway Bridges.” Soil Dynamics and Earthquake Engineering 103:151–165. https://doi.org/10.1016/j.soildyn.2017.09.008.
  • Choi, E. 2002. “Seismic Analysis and Retrofit of Mid-America Bridges.” Doctoral dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology.
  • Chouw, N., and H. Hao. 2008a. “Significance of SSI and Nonuniform Near-Fault Ground Motions in Bridge Response I: Effect on Response with Conventional Expansion Joint.” Engineering Structures 30 (1): 141–153. https://doi.org/10.1016/j.engstruct.2007.03.002.
  • Chouw, N., and H. Hao. 2008b. “Significance of SSI and Non-Uniform Near-Fault Ground Motions in Bridge Response II: Effect on Response with Modular Expansion Joint.” Engineering Structures 30 (1): 154–162. https://doi.org/10.1016/j.engstruct.2007.02.020.
  • Chouw, N., and H. Hao. 2012. “Pounding Damage to Buildings and Bridges in the 22 February 2011 Christchurch Earthquake.” International Journal of Protective Structures 3 (2): 123–139. https://doi.org/10.1260/2041-4196.3.2.123.
  • Cornell, C. A., F. Jalayer, R. O. Hamburger, and D. A. Foutch. 2002. “Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines.” Journal of Structural Engineering 128 (4): 526–533. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(526).
  • DesRoches, R., and S. Muthukumar. 2002. “Effect of Pounding and Restrainers on Seismic Response of Multiple-Frame Bridges.” Journal of Structural Engineering 128 (7): 860–869. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(860).
  • DesRoches, R., J. Padgett, K. Ramanathan, and J. Dukes. 2012. Feasibility Studies for Improving Caltrans Bridge Fragility Relationships ( No. CA12-1775).
  • Dimitrakopoulos, E. G. 2011. “Seismic Response Analysis of Skew Bridges with Pounding Deck–Abutment Joints.” Engineering Structures 33 (3): 813–826. https://doi.org/10.1016/j.engstruct.2010.12.004.
  • Dutta, A.1999. On Energy-Based Seismic Analysis and Design of Highway Bridges. State University of New York at Buffalo.
  • Ellingwood, B., and H. Hwang. 1985. “Probabilistic Descriptions of Resistance of Safety-Related Structures in Nuclear Plants.” Nuclear Engineering and Design 88 (2): 169–178. https://doi.org/10.1016/0029-5493(85)90059-7.
  • El-Maissi, A. M., S. A. Argyroudis, and F. M. Nazri. 2020. “Seismic Vulnerability Assessment Methodologies for Roadway Assets and Networks: A State-Of-The-Art Review.” Sustainability 13 (1): 61. https://doi.org/10.3390/su13010061.
  • Fang, J. Q., Q. S. Li, A. P. Jeary, and D. K. Liu. 1999. “Damping of Tall Buildings: Its Evaluation and Probabilistic Characteristics.” The Structural Design of Tall Buildings 8 (2): 145–153.
  • FEMA (Federal Emergency Management Agency). 2010. Multi-Hazard Loss Estimation Methodology: Earthquake Model HAZUS-MH MR5 Technical Manual. Washington, DC: Federal Emergency Management Agency.
  • Filippou, F. C., V. V. Bertero, and E. P. Popov. 1983. “Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints.” Report No.UCB/EERC-83/19 Earthquake Engineering Research Center.
  • Gardoni, P., A. Der Kiureghian, and K. M. Mosalam. 2002. “Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns Based on Experimental Observations.” Journal of Engineering Mechanics 128 (10): 1024–1038. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1024).
  • Hall, J. F. 1995. “Northridge Earthquake of January 17, 1994 - Reconnaissance Report.” Earthquake Spectra 1:Rep. No. 95–03.
  • Havaei, G., and S. A. Moayyedi. 2018. “Assessment of Sliding‐Rubber Isolator Effect in Progressive Collapse of Bridges Under Two Scenarios.” The Structural Design of Tall & Special Buildings 27 (3): e1418. https://doi.org/10.1002/tal.1418.
  • Huo, Y., and J. Zhang. 2012. “Effects of Pounding and Skewness on Seismic Responses of Typical Multispan Highway Bridges Using the Fragility Function Method.” Journal of Bridge Engineering 18 (6): 499–515. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000414.
  • Jankowski, R. 2015. “Pounding Between Superstructure Segments in Multi-Supported Elevated Bridge with Three-Span Continuous Deck Under 3D Non-Uniform Earthquake Excitation.” Journal of Earthquake and Tsunami 9 (4): 1550012. https://doi.org/10.1142/S1793431115500128.
  • Jankowski, R. 2017. “Damage-Involved Structural Pounding in Bridges Under Seismic Excitation.” Key Engineering Materials 754:309–312. https://doi.org/10.4028/www.scientific.net/KEM.754.309.
  • Jankowski, R., and H. Walukiewicz. 1997. “Modeling of Two-Dimensional Random Fields.” Probabilistic Engineering Mechanics 12 (2): 115–121. https://doi.org/10.1016/S0266-8920(96)00040-9.
  • Jankowski, R., and K. Wilde. 2000. “A Simple Method of Conditional Random Field Simulation of Ground Motions for Long Structures.” Engineering Structures 22 (5): 552–561. https://doi.org/10.1016/S0141-0296(98)00125-4.
  • Jia, H. Y., X. L. Lan, N. Luo, J. Yang, S. X. Zheng, and C. Zhang. 2019. “Nonlinear Pounding Analysis of Multispan and Simply Supported Beam Bridges Subjected to Strong Ground Motions.” Shock and Vibration 2019:1–11. https://doi.org/10.1155/2019/8759428.
  • Jiao, C., W. Liu, S. Wu, X. Gui, J. Huang, P. Long, and W. Li. 2021a. “Shake Table Experimental Study of Curved Bridges with Consideration of Girder-To-Girder Collision.” Engineering Structures 237:112216. https://doi.org/10.1016/j.engstruct.2021.112216.
  • Jiao, C., J. Lu, C. Wang, P. Long, and Z. Sun. 2021b. “Experimental and Numerical Investigations on the Effects of Radius of Curvature and Longitudinal Slope on the Responses of Curved Bridges Subject to Seismic Pounding.” Measurement and Control 54 (3–4): 519–537. https://doi.org/10.1177/00202940211000377.
  • Kalantari, A., and S. A. Moayyedi. 2018. “Seismic Vertical Component Effects on Seismic Demands of a Base Isolated Bridge with Friction-Rubber Bearings.” Civil Engineering Research Journal 3 (4). https://doi.org/10.19080/CERJ.2018.03.555617.
  • Kassem, M. M., F. Mohamed Nazri, L. J. Wei, C. G. Tan, S. Shahidan, and S. S. Mohd Zuki. 2019. “Seismic Fragility Assessment for Moment-Resisting Concrete Frame with Setback Under Repeated Earthquakes.” Asian Journal of Civil Engineering 20 (3): 465–477. https://doi.org/10.1007/s42107-019-00119-z.
  • Kawashima, K., S. Unjoh, J. I. Hoshikuma, and K. Kosa. 2011. “Damage of Bridges Due to the 2010 Maule, Chile, Earthquake.” Journal of Earthquake Engineering 15 (7): 1036–1068. https://doi.org/10.1080/13632469.2011.575531.
  • Kim, S. H., and M. Shinozuka. 2003. “Effects of Seismically Induced Pounding at Expansion Joints of Concrete Bridges.” Journal of Engineering Mechanics 129 (11): 1225–1234. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:11(1225).
  • Kosa, K., K. Tazaki, and E. Yamaguchi. 2002. “Mechanism of Damage to Shiwei Bridge Caused by 1999 Chi-Chi Earthquake.” Structural Engineering/Earthquake Engineering 19 (2): 221s–226s. https://doi.org/10.2208/jsceseee.19.221s.
  • Kun, C., L. Jiang, and N. Chouw. 2017. “Influence of Pounding and Skew Angle on Seismic Response of Bridges.” Engineering Structures 148:890–906. https://doi.org/10.1016/j.engstruct.2017.07.024.
  • Li, B., K. Bi, N. Chouw, J. W. Butterworth, and H. Hao. 2013. “Effect of Abutment Excitation on Bridge Pounding.” Engineering Structures 54:57–68. https://doi.org/10.1016/j.engstruct.2013.03.034.
  • Malhotra, P. K. 1998. “Dynamics of Seismic Pounding at Expansion Joints of Concrete Bridges.” Journal of Engineering Mechanics 124 (7): 794–802. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:7(794).
  • Mander, J. B., D. K. Kim, S. S. Chen, and G. J. Premus 1996. Response of Steel Bridge Bearings to Reversed Cyclic Loading. Technical Rep. No. NCEER 96-0014, US National Center for Earthquake Engineering Research (NCEER).
  • Mangalathu Sivasubramanian Pillai, S. 2017. “Performance Based Grouping and Fragility Analysis of Box-Girder Bridges in California.”
  • McKenna, F. 2011. “OpenSees: A Framework for Earthquake Engineering Simulation.” Computing in Science & Engineering 13 (4): 58–66. https://doi.org/10.1109/MCSE.2011.66.
  • Megally, S. H., M. Seible, F. Garg, and R. K. Dowell. 2001. “Seismic performance of precast segmental bridge superstructures.” SSRP 24 (2): 40–56. https://doi.org/10.15554/pcij.03012002.40.56.
  • Megally, S. H., P. F. Silva, and F. Seible. 2002. Seismic Response of Sacrificial Exterior Keys in Bridge Abutments. Report no. SSRP–2001/23. Department of Structural Engineering, University of California, San Diego, La Jolla, CA.
  • Menegotto, M., and P. Pinto. 1973. Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frames Including Changes in Geometry and Non-Elastic Behavior of Elements Under Combined Normal Force and Bending. In Proceedings IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Lisbon.
  • Miari, M., K. K. Choong, and R. Jankowski. 2021. “Seismic Pounding Between Bridge Segments: A State-Of-The-Art Review.” Archives of Computational Methods in Engineering 28 (2): 495–504. https://doi.org/10.1007/s11831-019-09389-x.
  • Moayyedi, S. A., and A. Kalantari. 2021. “Computing the Effects of Vertical Ground Motion Component on Performance Indices of Bridge Sliding-Rubber Bearings.” Iranian Journal of Science & Technology, Transactions of Civil Engineering 45 (2): 1197–1210. https://doi.org/10.1007/s40996-019-00278-8.
  • Morokoff, W. J., and R. E. Caflisch. 1995. “Quasi Monte Carlo Integration.” Journal of Computational Physics 122 (2): 218–230. https://doi.org/10.1006/jcph.1995.1209.
  • Muthukumar, S., and R. DesRoches. 2006. “A Hertz Contact Model with Non‐Linear Damping for Pounding Simulation.” Earthquake Engineering & Structural Dynamics 35 (7): 811–828. https://doi.org/10.1002/eqe.557.
  • Nazri, F. M. 2018. Seismic Fragility Assessment for Buildings Due to Earthquake Excitation. Singapore: Springer.
  • NBI (National Bridge Inventory). 2010. National Bridge Inventory Data. Washington, DC: U.S.Dept. of Transportation, Federal Highway Administration.
  • Nielson, B. G. 2005. Analytical fragility curves for highway bridges in moderate seismic zones Doctoral dissertation, Georgia Institute of Technology.
  • Nielson, B. G., and R. DesRoches. 2007. “Seismic Fragility Methodology for Highway Bridges Using a Component Level Approach.” Earthquake Engineering & Structural Dynamics 36 (6): 823–839. https://doi.org/10.1002/eqe.655.
  • Padgett, J. E. 2007. “Seismic Vulnerability Assessment of Retrofitted Bridges Using Probabilistic Methods.” Doctoral dissertation, Georgia Institute of Technology.
  • Padgett, J. E., and R. DesRoches. 2008. “Methodology for the Development of Analytical Fragility Curves for Retrofitted Bridges.” Earthquake Engineering & Structural Dynamics 37 (8): 1157–1174. https://doi.org/10.1002/eqe.801.
  • Ramanathan, K. N. 2012. “Next Generation Seismic Fragility Curves for California Bridges Incorporating the Evolution in Seismic Design Philosophy.” Doctoral dissertation, Georgia Institute of Technology.
  • Rezaei, H., S. Arabestani, R. Akbari, and E. Noroozinejad Farsangi. 2022. “The Effects of Earthquake Incidence Angle on the Seismic Fragility of Reinforced Concrete Box-Girder Bridges of Unequal Pier Heights.” Structure and Infrastructure Engineering 18 (2): 278–293. https://doi.org/10.1080/15732479.2020.1842467.
  • Rezaei, H., S. A. Moayyedi, and R. Jankowski. 2020. “Probabilistic Seismic Assessment of RC Box-Girder Highway Bridges with Unequal-Height Piers Subjected to Earthquake-Induced Pounding.” Bulletin of Earthquake Engineering 18 (4): 1547–1578. https://doi.org/10.1007/s10518-019-00764-4.
  • Rezaei, H., P. Zarfam, E. M. Golafshani, and G. G. Amiri. 2022. “Seismic Fragility Analysis of RC Box-Girder Bridges Based on Symbolic Regression Method.” Structures 38:306–322. https://doi.org/10.1016/j.istruc.2021.12.058.
  • Rezaei, H., P. Zarfam, E. M. Golafshani, and G. G. Amiri. 2023. “Development of Seismic Demand Prediction Models for Bridges Based on Probability Approach Using Symbolic Regression Method.” Computers & Structures 282:106991. https://doi.org/10.1016/j.compstruc.2023.106991.
  • Rossetto, T., D. D’Ayala, I. Ioannou, and A. Meslem. 2014. “Evaluation of Existing Fragility Curves.” SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk: Buildings, Lifelines, Transportation Networks and Critical Facilities 27: 47–93. https://doi.org/10.1007/978-94-007-7872-6_3.
  • Ruangrassamee, A., and K. Kawashima. 2001. “Relative Displacement Response Spectra with Pounding Effect.” Earthquake Engineering & Structural Dynamics 30 (10): 1511–1538. https://doi.org/10.1002/eqe.75.
  • Saadeghvaziri, M. A., and A. Yazdani‐Motlagh. 2007. “Inelastic Seismic Response of Stiffening Systems and Development of Demand Spectrum: Application to MSSS Bridges.” Earthquake Engineering & Structural Dynamics 36 (14): 2153–2169. https://doi.org/10.1002/eqe.721.
  • Shamsabadi, A., and M. Kapuskar. 2010. “Nonlinear Soil–Abutment–Foundation–Structure Interaction Analysis of Skewed Bridges Subjected to Near-Field Ground Motions.” Transportation Research Record: Journal of the Transportation Research Board 2202 (1): 192–205. https://doi.org/10.3141/2202-23.
  • Shamsabadi, A., and L. Yan. 2008. “Closed-Form Force-Displacement Backbone Curves for Bridge Abutment-Backfill Systems.” Geotechnical Earthquake Engineering and Soil Dynamics IV 1–10. https://doi.org/10.1061/40975(318)159.
  • Shantz, T., and C. Roblee. 2011. “Estimates of Foundation Springs, Piles Capacities and Uncertainties for Typical Caltrans Bridges.” [email] (Personal communication with Ramanathan K., DesRoches R., Padgett J. Dukes J. and Turner L., 25 March).
  • Shi, Z., and E. G. Dimitrakopoulos. 2017. “Nonsmooth Dynamics Prediction of Measured Bridge Response Involving Deck‐Abutment Pounding.” Earthquake Engineering & Structural Dynamics 46 (9): 1431–1452. https://doi.org/10.1002/eqe.2863.
  • Silva, V., S. Akkar, J. Baker, P. Bazzurro, J. M. Castro, H. Crowley, and D. Vamvatsikos. 2019. “Current Challenges and Future Trends in Analytical Fragility and Vulnerability Modeling.” Earthquake Spectra 35 (4): 1927–1952. https://doi.org/10.1193/042418EQS101O.
  • Smith, W. 2005. “The Challenge of Earthquake Risk Assessment.” Seismological Research Letters 76 (4): 415–416. https://doi.org/10.1785/gssrl.76.4.415.
  • Wang, T. L., and Q. N. Li. 2011. “Research on Pounding Response at Expansion Joint in the Linear Bridge and the Curved Bridge Under Earthquake.” In Advanced Materials Research, 2303–2307. Vol. 255. Switzerland: Trans Tech Publications.
  • Winter, M. G., J. T. Smith, S. Fotopoulou, K. Pitilakis, O. Mavrouli, J. Corominas, and S. Argyroudis. 2014. “An Expert Judgement Approach to Determining the Physical Vulnerability of Roads to Debris Flow.” Bulletin of Engineering Geology and the Environment 73 (2): 291–305. https://doi.org/10.1007/s10064-014-0570-3.
  • Won, J. H., H. S. Mha, and S. H. Kim. 2015. “Effects of the Earthquake-Induced Pounding Upon Pier Motions in the Multi-Span Simply Supported Steel Girder Bridge.” Engineering Structures 93:1–12. https://doi.org/10.1016/j.engstruct.2015.03.010.
  • Yang, C. S., R. DesRoches, and J. E. Padgett. 2009. “Fragility Curves for a Typical California Box Girder Bridge.” TCLEE 2009: Lifeline Earthquake Engineering in a Multihazard Environment 1–12. https://doi.org/10.1061/41050(357)5.
  • Yashinsky, M., R. Oviedo, S. A. Ashford, L. Fargier-Gabaldon, and M. Hube 2010. Performance of Highway and Railway Structures During the February 27, 2010 Maule Chile Earthquake. EERI/PEER. FHWA Bridge Team Report.
  • Zamiri, A., M. R. Banan, and M. R. Banan. 2021. “Fragility Assessment for Horizontally Curved Reinforced Concrete Box Girder Bridges Using As-Built Data.” Iranian Journal of Science & Technology, Transactions of Civil Engineering 45 (3): 1349–1369. https://doi.org/10.1007/s40996-020-00455-0.
  • Zhu, P., M. Abe, and Y. Fujino. 2004. “Evaluation of Pounding Countermeasures and Serviceability of Elevated Bridges During Seismic Excitation Using 3D Modeling.” Earthquake Engineering & Structural Dynamics 33 (5): 591–609. https://doi.org/10.1002/eqe.365.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.