Technical Papers
Nov 7, 2022

A Methodology for Assessing the Component-Level Fragility Curves and Its Application to a Class of Integral Abutment Bridges

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 9, Issue 1

Abstract

Seismic vulnerability assessment of structures is a major research area and the output, i.e., fragility curves (FCs), within a probabilistic framework, devises effective seismic disaster mitigation. The present study proposes a novel methodology for obtaining the structural component-level FC through two new approaches with respect to the assessment of seismic demand and the computation of fragility. The present study evolves an existing nonlinear static method by a few steps to be able to assess the probabilistic demands and develops a numerical computation technique that exploits the actual profiles of the evaluated distributions of the structural capacity and demand data in a study to obtain the fragility magnitudes. The substitute methodology is implemented to derive the FCs of a class of integral abutment bridges while assessing the demands in a simple manner and avoiding the complexities of dynamic analysis and yet with reliable precision as well as averting the misjudgment of fragilities stemming from the lognormal or normal fit on the data, which are practically very rough fit or misfit to it, as imposed in the traditional fragility formulation.

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Data Availability Statement

All data, models or code generated or used during the study appear in the published article.

References

Abbasi, M., and M. A. Moustafa. 2017. “Seismic fragility curves for system and individual components of multi-frame concrete box-girder bridges.” In Proc., Transportation Research Board 96th Annual Meeting. Washington, DC: Transportation Research Board.
Agarwal, P., and M. Shrikhande. 2006. Earthquake resistant design of structures. New Delhi, India: PHI Learning Pvt. Ltd.
Ahmed, B. F. 2021. “Seismic fragility assessment of multispan continuous reinforced concrete integral abutment bridges.” Ph.D. thesis, Dept. of Civil Engineering, Indian Institute of Technology Guwahati.
Ahmed, B. F., and K. Dasgupta. 2021a. “Seismic limit states for reinforced concrete bridge pile in sand.” In Structures, 120–140. New York: Elsevier.
Ahmed, B. F., and K. Dasgupta. 2021b. “Seismic limit states of the components in reinforced concrete integral abutment bridges.” Bull. Earthquake Eng. 20 (2): 477–516. https://doi.org/10.1007/s10518-021-01210-0.
AmiriHormozaki, E., G. Pekcan, and A. Itani. 2015. “Analytical fragility functions for horizontally curved steel I-girder highway bridges.” Earthquake Spectra 31 (4): 2235–2254.
Antoniou, S., and R. Pinho. 2004. “Development and verification of a displacement based adaptive pushover procedure.” J. Earthquake Eng. 8 (5): 643–661. https://doi.org/10.1080/13632460409350504.
API (American Petroleum Institute). 2000. Recommended practice 2A-WSD-planning, designing, and constructing fixed offshore platforms—Working stress design. 21st ed. Washington, DC: API.
Asadi, P., D. Nikfar, and I. Hajirasouliha. 2020. “Life-cycle cost based design of bridge lead-rubber isolators in seismic regions.” Structures 27 (May): 383–395. https://doi.org/10.1016/j.istruc.2020.05.056.
Asadi, P., and H. Sourani. 2020. “Fragility curves production by seismic improvement of the high-dimensional model representation method.” Eng. Comput. 37 (1): 120–143.
Ashour, M., and G. Norris. 2000. “Modeling lateral soil-pile response based on soil-pile interaction.” J. Geotech. Geoenviron. Eng. 126 (5): 420–428. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(420).
ATC (Applied Technology Council). 1996. Seismic evaluation and retrofit of concrete buildings. Redwood City, CA: ATC.
Basu, P. C., P. Shyiamoni, and A. D. Roshan. 2004. “Characterization of steel reinforcement for RC structures: An overview and related issues.” Indian Concr. J. 78 (1): 19–30.
Berry, M., and M. O. Eberhard. 2003. Performance models for flexural damage in reinforced concrete columns. Berkeley, CA: Univ. of California.
BIS (Bureau of Indian Standards). 2000. Plain and Reinforced Concrete-Code of practice. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 2009. Indian standard for concrete mix proportioning. New Delhi, India: BIS.
Cardone, D., G. Perrone, and M. Dolce. 2007. “Seismic risk assessment of highway bridges.” In Proc., 1st US–Italy Seismic Bridge Workshop. Pavia, Italy: IUSS Press Ltd.
Cardone, D., G. Perrone, and S. Sofia. 2011. “A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges.” Bull. Earthquake Eng. 9 (5): 1463–1498. https://doi.org/10.1007/s10518-011-9260-8.
Casarotti, C., and R. Pinho. 2007. “An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action.” Bull. Earthquake Eng. 5 (Sep): 377–390. https://doi.org/10.1007/s10518-007-9031-8.
Casarotti, C., R. Pinho, and G. M. Calvi. 2005. Adaptive pushover based methods for seismic assessment and design of bridge structures. Pavia, Italy: IUSS Press.
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.” J. Struct. Eng. 128 (4): 526–533. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(526).
DesRoches, R., R. T. Leon, and S. Dyke. 2003. “Response modification of bridges.” In Mid-America Earthquake Center CD Release 03-08. Alexandria, VI: National Science Foundation.
Du, A., and J. E. Padgett. 2020. “Investigation of multivariate seismic surrogate demand modeling for multi-response structural systems.” Eng. Struct. 207 (11): 110210. https://doi.org/10.1016/j.engstruct.2020.110210.
Elnashai, A. S., B. Borzi, and S. Vlachos. 2004. “Deformation-based vulnerability functions for RC bridges.” Struct. Eng. Mech. 17 (2): 215–244. https://doi.org/10.12989/sem.2004.17.2.215.
EN 1998-1. 2004. Eurocode 8: Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. Brussels, Belgium: European Committee for Standardization.
Feng, Y., M. J. Kowalsky, and J. M. Nau. 2014. “Deformation limit states for longitudinal bar buckling in RC circular columns considering the effect of seismic load history.” In Proc., 10th U.S. National Conf. on Earthquake Engineering Frontiers of Earthquake Engineering. Raleigh, NC: North Carolina State Univ.
Ger, J., and F. Y. Cheng. 2011. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges. London: CRC Press.
Haldar, A., and S. Mahadevan. 2000. Probability, reliability, and statistical methods in engineering design. New York: Wiley.
Helton, J. C., F. J. Davis, and J. D. Johnson. 2005. “A comparison of uncertainty and sensitivity analysis results obtained with random and Latin hypercube sampling.” Reliab. Eng. Syst. Saf. 89 (3): 305–330. https://doi.org/10.1016/j.ress.2004.09.006.
Hose, Y., P. Silva, and F. Seible. 2000. “Development of a performance evaluation database for concrete bridge components and systems under simulated seismic loads.” Earthquake Spectra 16 (2): 413–442. https://doi.org/10.1193/1.1586119.
Hwang, H., J. B. Liu, and Y. Chiu. 2001. Seismic fragility analysis of highway bridges. Technical Rep. No. MAEC RR-4 Project, Mid-America Earthquake Center CD Release 01-06. Alexandria, VI: National Science Foundation.
Iman, R. L., and W. J. Conover. 1980. “Small sample sensitivity analysis techniques for computer models, with an application to risk assessment.” Commun. Stat.- Theory Methods 9 (17): 1749–1842. https://doi.org/10.1080/03610928008827996.
IRC (Indian Road Congress). 1987. Standard specifications and code of practice for road bridges. New Delhi, India: IRC.
IRC (Indian Road Congress). 2014. Guidelines for design and construction of cement concrete pavements for low volume road. IRC SP 62. New Delhi, India: IRC.
Karim, K. R., and F. Yamazaki. 2001. “Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation.” Earthquake Eng. Struct. Dyn. 30 (12): 1839–1856. https://doi.org/10.1002/eqe.97.
Khandelwal, M. 2015. “Basic forces transfer mechanism for design of structural precast connections.” Accessed April 17, 2018. https://www.masterbuilder.co.in/data/edata/Articles/January2015/96.pdf.
Kowalsky, M. J. 2000. “Deformation limit states for circular reinforced concrete bridge columns.” J. Struct. Eng. 126 (8): 869–878. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(869).
Krawinkler, H., and G. D. P. K. Seviratna. 1998. “Pros and cons of a pushover analysis for seismic performance evaluation.” Eng. Struct. 20 (4–6): 452–464. https://doi.org/10.1016/S0141-0296(97)00092-8.
Lei, X., L. Sun, and Y. Xia. 2021. “Seismic fragility assessment and maintenance management on regional bridges using bayesian multi-parameter estimation.” Bull. Earthquake Eng. 19 (15): 6693–6717. https://doi.org/10.1007/s10518-021-01072-6.
Mahmoudi, S. N. 2015. “Seismic fragility assessment of highway bridge.” Ph.D. dissertation, McGill Univ.
Mander, J. B., M. J. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
Mazzoni, S., F. McKenna, and G. L. Feneves. 2006. Open system for earthquake engineering simulation user manual. Berkeley, CA: Pacific Earthquake Engineering Research Center, Berkeley Univ.
Moschonas, I. F., A. J. Kappos, P. Panetsos, V. Papadopoulos, T. Makarios, and P. Thanopoulos. 2009. “Seismic fragility curves for Greek bridges: Methodology and case studies.” Bull. Earthquake Eng. 7 (17): 439–468. https://doi.org/10.1007/s10518-008-9077-2.
Nielson, B. G. 2005. “Analytical fragility curves for highway bridges in moderate seismic zones.” Ph.D. thesis, Georgia Institute of Technology.
Nielson, B. G., and R. DesRoches. 2007. “Seismic fragility methodology for highway bridges using component level approach.” Earthquake Eng. Struct. Dyn. 36 (6): 823–839. https://doi.org/10.1002/eqe.655.
Nowak, A. S., and K. R. Collins. 2012. Reliability of structures. London: CRC Press.
Paraschos, A. 2016. “Effects of wingwall configurations on the behaviour of integral abutment bridges.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Maryland.
Priestley, M. J. N., F. Seible, and G. M. Calvi. 1996. Seismic design and retrofit of bridges. New York: Wiley.
Ramanathan, K. N. 2012. “Next generation seismic fragility curves for California bridges incorporating the evolution in seismic design philosophy.” Ph.D. thesis, Dept. of School of Civil and Environmental Engineering, Georgia Institute of Technology.
Ranjkesh, S. H., P. Asadi, and A. Z. Hamadani. 2019. “Seismic collapse assessment of deteriorating RC bridges under multiple hazards during their life-cycle.” Bull. Earthquake Eng. 17 (9): 5045–5072. https://doi.org/10.1007/s10518-019-00647-8.
Schrage, I. 1981. “Anchoring of bearings by friction.” In Proc., World Congress on Joints and Bearings. New York: American Concrete Institute.
Shamsabadi, A., M. Ashour, and G. Norris. 2005. “Bridge abutment nonlinear force-displacement capacity prediction for seismic design.” J. Geotech. Geoenviron. Eng. 131 (2): 151–161. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(151).
Stanton, J. F., and C. W. Roeder. 1982. “Elastomeric bearings design, construction, and materials.” In National Cooperative Highway Research Program Report 248. Washington, DC: Transportation Research Board National Research Council.
Stefanidou, S. P., and A. J. Kappos. 2017. “Methodology for the development of bridge-specific fragility curves.” Earthquake Eng. Struct. Dyn. 46 (1): 73–93. https://doi.org/10.1002/eqe.2774.
Taylor, H. P. J. 1969. Investigation of the dowel shear forces carried by the tensile steel in reinforced concrete beams. London: Cement and Concrete Association.
Tehrani, P., and D. Mitchell. 2013. “Incremental dynamic analysis (IDA) applied to seismic risk assessment of bridges.” In Handbook of seismic risk analysis and management of civil infrastructure systems, 561–596. Washington, DC: Woodhead Publishing.
Wang, Z., J. E. Padgett, and L. Dueñas-Osorio. 2013. “Influence of vertical ground motions on the seismic fragility modeling of a bridge-soil-foundation system.” Earthquake Spectra 29 (3): 937–962. https://doi.org/10.1193/1.4000170.
Xie, R., W. Fan, B. Liu, and D. Shen. 2020. “Dynamic behavior and vulnerability analysis of bridge columns with different cross-sectional shapes under rockfall impacts.” Structures 26 (Apr): 471–486. https://doi.org/10.1016/j.istruc.2020.04.042.
Xu, J. G., D. C. Feng, and G. Wu. 2021. “Life-cycle performance assessment of aging bridges subjected to tsunami hazards.” J. Bridge Eng. 26 (6): 04021025. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001711.
Zhang, J., Y. Huo, S. J. Brandenberg, and P. Kashighandi. 2008. “Effects of structural characterizations on fragility functions of bridges subject to seismic shaking and lateral spreading.” Earthquake Eng. Eng. Vib. 7 (8): 369–382. https://doi.org/10.1007/s11803-008-1009-2.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 9Issue 1March 2023

History

Received: Apr 27, 2022
Accepted: Jul 31, 2022
Published online: Nov 7, 2022
Published in print: Mar 1, 2023
Discussion open until: Apr 7, 2023

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Contractual Faculty, Dept. of Civil Engineering, National Institute of Technology Mizoram, Chaltlang (Aizawl), Mizoram 796012, India (corresponding author). ORCID: https://orcid.org/0000-0002-8394-2890. Email: [email protected]
Kaustubh Dasgupta, M.ASCE https://orcid.org/0000-0002-9950-8810
Associate Professor, Dept. of Civil Engineering and Adjunct Faculty, Centre for Disaster Management and Research, Indian Institute of Technology Guwahati, Guwahati, Assam 781039, India. ORCID: https://orcid.org/0000-0002-9950-8810

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