Efficient Uncertainty Quantification of Wharf Structures under Seismic Scenarios Using Gaussian Process Surrogate Model

References

• Andrade, J. E. and Borja, R. I. [2006] “Quantifying sensitivity of local site response models to statistical variations in soil properties,” Acta Geotechnica 1(1), 3–14. doi:10.1007/s11440-005-0002-4
   Web of Science ®Google Scholar
• Antonev, I. A. and Saleev, V. M. [1979] “An economic method of computing LPτ-sequences,” USSR Computational Mathematics and Mathematical Physics 19(1), 252–256. doi:10.1016/0041-5553(79)90085-5
   Google Scholar
• Arshian, A. H., Morgenthal, G. and Narayanan, S. [2016] “Influence of modelling strategies on uncertainty propagation in the alternate path mechanism of reinforced concrete framed structures,” Engineering Structures 110, 36–47. doi:10.1016/j.engstruct.2015.11.019
   Web of Science ®Google Scholar
• Bi, K., Hao, H. and Chouw, N. [2010] “Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding,” Earthquake Engineering & Structural Dynamics 39(3), 303–323.
   Web of Science ®Google Scholar
• Bi, K., Hao, H. and Chouw, N. [2011] “Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding,” Earthquake Engineering & Structural Dynamics 40(9), 1027–1043. doi:10.1002/eqe.1076
   Web of Science ®Google Scholar
• Biondini, F., Bontempi, F., Frangopol, D. M. and Malerba, P. G. [2004] “Reliability of material and geometrically non-linear reinforced and prestressed concrete structures,” Computers & Structures 82(13), 1021–1031. doi:10.1016/j.compstruc.2004.03.010
   Web of Science ®Google Scholar
• Blandon, C. [2007] “Seismic analysis and design of pile supported wharves,” PhD Thesis, Rose School, Pavia.
   Google Scholar
• Blandon, C. A., Bell, J. K., Restrepo, J. I., Weismair, M., Jaradat, O. and Yin, P. [2010] “Assessment of Seismic performance of two pile-deck wharf connections,” Journal of Performance of Constructed Facilities 25(2), 98–104. doi:10.1061/(ASCE)CF.1943-5509.0000132
   Web of Science ®Google Scholar
• Boroschek, R. L., Baesler, H. and Vega, C. [2011] “Experimental evaluation of the dynamic properties of a wharf structure,” Engineering Structures 33(2), 344–356. doi:10.1016/j.engstruct.2010.10.014
   Web of Science ®Google Scholar
• Celik, O. C. and Ellingwood, B. R. [2010] “Seismic fragilities for non-ductile reinforced concrete frames-Role of aleatoric and epistemic uncertainties,” Structural Safety 32(1), 1–12. doi:10.1016/j.strusafe.2009.04.003
   Web of Science ®Google Scholar
• Chung, R. M. [1996]. “The January 17, 1995 Hyōgo-ken-Nanbu (Kobe) Earthquake: performance of structures, lifelines, and fire protection systems,” US Department of Commerce, Technology Administration, National Institute of Standards and Technology.
   Google Scholar
• Crespo-Minguillón, C. and Casas, J. R. [1998] “Fatigue reliability analysis of prestressed concrete bridges,” Journal of Structural Engineering 124(12), 1458–1466. doi:10.1061/(ASCE)0733-9445(1998)124:12(1458)
   Web of Science ®Google Scholar
• Dong, Y. and Frangopol, D. M. [2015] “Risk and resilience assessment of bridges under mainshock and aftershocks incorporating uncertainties,” Engineering Structures 83, 198–208. doi:10.1016/j.engstruct.2014.10.050
   Web of Science ®Google Scholar
• Dong, Y. and Frangopol, D. M. [2016] “Performance-based seismic assessment of conventional and base-isolated steel buildings including environmental impact and resilience,” Earthquake Engineering & Structural Dynamics 45(5), 739–756. doi:10.1002/eqe.2682
   Web of Science ®Google Scholar
• Dong, Y., Frangopol, D. M. and Saydam, D. [2013] “Time-variant sustainability assessment of seismically vulnerable bridges subjected to multiple hazards,” Earthquake Engineering & Structural Dynamics 42(10), 1451–1467. doi:10.1002/eqe.2281
   Web of Science ®Google Scholar
• Eldin, M. N. and Kim, J. [2016] “Sensitivity analysis on seismic life-cycle cost of a fixed-steel offshore platform structure,” Ocean Engineering 121, 323–340. doi:10.1016/j.oceaneng.2016.05.050
   Web of Science ®Google Scholar
• EMI. [2001] “Final geotechnical and seismic analyses and design report berth 100 container wharf, west basin Port of Los Angeles, San Pedro, California,” Prepared by Earth Mechanics, Inc. (EMI) submitted to Port of Los Angeles, California.
   Google Scholar
• Enright, M. P. and Frangopol, D. M. [1998] “Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion,” Engineering Structures 20(11), 960–971. doi:10.1016/S0141-0296(97)00190-9
   Web of Science ®Google Scholar
• Filippou, F. C., Popov, E. P. and Bertero, V. V. [1983] “Effects of bond deterioration on hysteretic behavior of reinforced concrete joints,” Report EERC 83-19. Earthquake Engineering Research Center, University of California, Berkeley.
   Google Scholar
• Frangopol, D. M. [2011] “Life-cycle performance, management, and optimisation of structural systems under uncertainty: accomplishments and challenges,” Structure and Infrastructure Engineering 7(6), 389–413. doi:10.1080/15732471003594427
   Web of Science ®Google Scholar
• Frangopol, D. M., Dong, Y. and Sabatino, S. [2017] “Bridge life-cycle performance and cost: analysis, prediction, optimisation and decision-making,” Structure and Infrastructure Engineering 13(10), 1239–1257. doi:10.1080/15732479.2016.1267772
   Web of Science ®Google Scholar
• Gokkaya, B. U., Baker, J. W. and Deierlein, G. G. [2016] “Quantifying the impacts of modeling uncertainties on the seismic drift demands and collapse risk of buildings with implications on seismic design checks,” Earthquake Engineering & Structural Dynamics 45(10), 1661–1683. doi:10.1002/eqe.2740
   Web of Science ®Google Scholar
• Green, R. A., Olson, S. M., Cox, B. R., Rix, G. J., Rathje, E., Bachhuber, J., French, J., Lasley, S. and Martin, N. [2011] “Geotechnical aspects of failures at Port-au-Prince Seaport during the 12 January 2010 Haiti Earthquake,” Earthquake Spectra 27(S1), 43–65. doi:10.1193/1.3636440
   Google Scholar
• Heidary-Torkamani, H., Bargi, K. and Amirabadi, R. [2014a] “Seismic vulnerability assessment of pile-supported wharves using fragility curves,” Structure and Infrastructure Engineering 10(11), 1417–1431. doi:10.1080/15732479.2013.823453
   Web of Science ®Google Scholar
• Heidary-Torkamani, H., Bargi, K., Amirabadi, R. and McCllough, N. J. [2014b] “Fragility estimation and sensitivity analysis of an idealized pile-supported wharf with batter piles,” Soil Dynamics and Earthquake Engineering 61, 92–106. doi:10.1016/j.soildyn.2014.01.024
   Web of Science ®Google Scholar
• Kayser, M. and Gajan, S. [2014] “Application of probabilistic methods to characterize soil variability and their effects on bearing capacity and settlement of shallow foundations: state of the art,” International Journal of Geotechnical Engineering 8(4), 352–364. doi:10.1179/1938636213Z.00000000073
   Google Scholar
• Liel, A. B., Haselton, C. B., Deierlein, G. G. and Baker, J. W. [2009] “Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings,” Structural Safety 31(2), 197–211. doi:10.1016/j.strusafe.2008.06.002
   Web of Science ®Google Scholar
• Mander, J. B., Priestley, M. J. and Park, R. [1988] “Theoretical stress-strain model for confined concrete,” Journal of Structural Engineering 114(8), 1804–1826. doi:10.1061/(ASCE)0733-9445(1988)114:8(1804)
   Web of Science ®Google Scholar
• McGann, C., Arduino, P. and Mackenzie-Helnwein, P. [2011] InitialStateAnalysisWrapper. Retrieved from http://opensees.berkeley.edu/wiki/index.php/InitialStateAnalysisWrapper
   Google Scholar
• Mirfattah, S. A. and Lai, C. G. [2015] “Effect of uncertainties in soil properties on probabilistic seismic performance of pile-supported wharves,” 6th International Conference on Earthquake Geotechnical Engineering, Christchurch, New Zealand.
   Google Scholar
• Mylonakis, G., Syngros, C., Gazetas, G. and Tazoh, T. [2006] “The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe earthquake,” Earthquake Engineering & Structural Dynamics 35(5), 547–575. doi:10.1002/eqe.543
   Web of Science ®Google Scholar
• Na, U. J., Chaudhuri, S. R. and Shinozuka, M. [2008] “Probabilistic assessment for seismic performance of port structures,” Soil Dynamics and Earthquake Engineering 28(2), 147–158. doi:10.1016/j.soildyn.2007.05.003
   Web of Science ®Google Scholar
• Nielson, B. G. and DesRoches, R. [2007a] “Analytical seismic fragility curves for typical bridges in the central and southeastern United States,” Earthquake Spectra 23(3), 615–633. doi:10.1193/1.2756815
   Web of Science ®Google Scholar
• Nielson, B. G. and DesRoches, R. [2007b] “Seismic fragility methodology for highway bridges using a component level approach,” Earthquake Engineering & Structural Dynamics 36(6), 823–839. doi:10.1002/eqe.655
   Web of Science ®Google Scholar
• Nour, A., Slimani, A., Laouami, N. and Afra, H. [2003] “Finite element model for the probabilistic seismic response of heterogeneous soil profile,” Soil Dynamics and Earthquake Engineering 23(5), 331–348. doi:10.1016/S0267-7261(03)00036-8
   Web of Science ®Google Scholar
• Padgett, J. E. and DesRoches, R. [2007] “Sensitivity of seismic response and fragility to parameter uncertainty,” Journal of Structural Engineering 133(12), 1710–1718. doi:10.1061/(ASCE)0733-9445(2007)133:12(1710)
   Web of Science ®Google Scholar
• Rasmussen, C. E. and Williams, C. K. I. [2006] Gaussian Processes for Machine Learning. MIT press, Cambridge.
   Google Scholar
• Roeder, C. W., Graff, R., Soderstrom, J. and Yoo, J. H. [2005] “Seismic performance of pile-wharf connections,” Journal of Structural Engineering 131(3), 428–437. doi:10.1061/(ASCE)0733-9445(2005)131:3(428)
   Web of Science ®Google Scholar
• Schmuhl, D. T., Loos, S., Hur, J. and Shafieezadeh, A. [2018] “Time-dependent probabilistic capacity degradation assessment of prestressed concrete piles in marine environment,” Structure and Infrastructure Engineering 1–14. doi:10.1080/15732479.2018.1442483
   Web of Science ®Google Scholar
• Shafieezadeh, A., DesRoches, R., Rix, G. J. and Werner, S. D. [2012a] “Seismic performance of pile-supported wharf structures considering soil-structure interaction in liquefied soil,” Earthquake Spectra 28(2), 729–757. doi:10.1193/1.4000008
   Web of Science ®Google Scholar
• Shafieezadeh, A., DesRoches, R., Rix, G. J. and Werner, S. D. [2012b] “Three-dimensional wharf response to far-field and impulsive near-field ground motions in liquefiable soils,” Journal of Structural Engineering 139(8), 1395–1407. doi:10.1061/(ASCE)ST.1943-541X.0000642
   Web of Science ®Google Scholar
• Simpson, T. W., Poplinski, J. D., Koch, P. N. and Allen, J. K. [2001] “Metamodels for computer-based engineering design: survey and recommendations,” Engineering with Computers 17(2), 129–150. doi:10.1007/PL00007198
   Web of Science ®Google Scholar
• Sobol, I. M. [1967] “On the distribution of points in a cube and the approximate evaluation of integrals,” USSR Computational Mathematics and Mathematical Physics 7(4), 86–112. doi:10.1016/0041-5553(67)90144-9
   Google Scholar
• Soleimani, F., Vidakovic, B., DesRoches, R. and Padgett, J. [2017] “Identification of the significant uncertain parameters in the seismic response of irregular bridges,” Engineering Structures 141, 356–372. doi:10.1016/j.engstruct.2017.03.017
   Web of Science ®Google Scholar
• Su, L., Lu, J., Elgamal, A. and Arulmoli, A. K. [2017] “Seismic performance of a pile-supported wharf: three-dimensional finite element simulation,” Soil Dynamics and Earthquake Engineering 95, 167–179. doi:10.1016/j.soildyn.2017.01.009
   Web of Science ®Google Scholar
• Takahashi, A. and Takemura, J. [2005] “Liquefaction-induced large displacement of pile-supported wharf,” Soil Dynamics and Earthquake Engineering 25(11), 811–825. doi:10.1016/j.soildyn.2005.04.010
   Web of Science ®Google Scholar
• Tubaldi, E., Barbato, M. and Dall’Asta, A. [2011] “Influence of model parameter uncertainty on seismic transverse response and vulnerability of steel-concrete composite bridges with dual load path,” Journal of Structural Engineering 138(3), 363–374. doi:10.1061/(ASCE)ST.1943-541X.0000456
   Web of Science ®Google Scholar
• Vamvatsikos, D. and Fragiadakis, M. [2010] “Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty,” Earthquake Engineering & Structural Dynamics 39(2), 141–163.
   Web of Science ®Google Scholar
• Tondelli, M., Rota, M., Penna, A. and Magenes, G. [2012] “Evaluation of uncertainties in the seismic assessment of existing masonry buildings,” Journal of Earthquake Engineering 16(S1), 36–64. doi:10.1080/13632469.2012.670578
   Google Scholar
• Vytiniotis, A. [2011] “Contributions to the analysis and mitigation of liquefaction in loose sand slopes,” PhD thesis, Massachusetts Institute of Technology.
   Google Scholar
• Wan, H. P. and Ren, W. X. [2015] “Parameter selection in finite-element-model updating by global sensitivity analysis using Gaussian process metamodel,” Journal of Structural Engineering 141(6), 04014164. doi:10.1061/(ASCE)ST.1943-541X.0001108
   Web of Science ®Google Scholar
• Wan, H. P., Ren, W. X. and Todd, M. D. [2017] “An efficient metamodeling approach for uncertainty quantification of complex systems with arbitrary parameter probability distributions,” International Journal for Numerical Methods in Engineering 109(5), 739–760. doi:10.1002/nme.5305
   Web of Science ®Google Scholar
• Werner, S. D., Dickenson, S. E. and Taylor, C. E. [1997] “Seismic risk reduction at ports: case studies and acceptable risk evaluation,” Journal of Waterway, Port, Coastal, and Ocean Engineering 123(6), 337–346. doi:10.1061/(ASCE)0733-950X(1997)123:6(337)
   Web of Science ®Google Scholar
• Yang, C. S. W., DesRoches, R. and Rix, G. J. [2012] “Numerical fragility analysis of vertical-pile-supported wharves in the western United States,” Journal of Earthquake Engineering 16(4), 579–594. doi:10.1080/13632469.2011.641063
   Web of Science ®Google Scholar
• Yang, Z. and Elgamal, A. [2002] “Influence of permeability on liquefaction-induced shear deformation,” Journal of Engineering Mechanics 128(7), 720–729. doi:10.1061/(ASCE)0733-9399(2002)128:7(720)
   Web of Science ®Google Scholar
• Yazdani, A., Nicknam, A., Yousefi, D. E. and Eftekhari, S. N. [2017] “Entropy-based sensitivity analysis of global seismic demand of concrete structures,” Engineering Structures 146, 118–126. doi:10.1016/j.engstruct.2017.05.023
   Web of Science ®Google Scholar
• Zheng, Y., Dong, Y. and Li, Y. [2018] “Resilience and life-cycle performance of smart bridges with shape memory alloy (SMA)-cable-based bearings,” Construction and Building Materials 158, 389–400. doi:10.1016/j.conbuildmat.2017.10.031
   Web of Science ®Google Scholar