{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,18]],"date-time":"2026-06-18T00:27:19Z","timestamp":1781742439164,"version":"3.54.5"},"reference-count":52,"publisher":"Springer Science and Business Media LLC","issue":"2","license":[{"start":{"date-parts":[[2021,9,10]],"date-time":"2021-09-10T00:00:00Z","timestamp":1631232000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"},{"start":{"date-parts":[[2021,9,10]],"date-time":"2021-09-10T00:00:00Z","timestamp":1631232000000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/www.springer.com\/tdm"}],"funder":[{"DOI":"10.13039\/100007224","name":"National Foundation for Science and Technology Development","doi-asserted-by":"publisher","award":["107.02-2020.04"],"award-info":[{"award-number":["107.02-2020.04"]}],"id":[{"id":"10.13039\/100007224","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["link.springer.com"],"crossmark-restriction":false},"short-container-title":["Neural Comput &amp; Applic"],"published-print":{"date-parts":[[2022,1]]},"DOI":"10.1007\/s00521-021-06497-3","type":"journal-article","created":{"date-parts":[[2021,9,10]],"date-time":"2021-09-10T16:02:59Z","timestamp":1631289779000},"page":"1541-1555","update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":7,"title":["Failure assessment of defected pipe under strike-slip fault with data-driven models accounting for the model uncertainty"],"prefix":"10.1007","volume":"34","author":[{"given":"Hieu Chi","family":"Phan","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-2767-6003","authenticated-orcid":false,"given":"Nang Duc","family":"Bui","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"297","published-online":{"date-parts":[[2021,9,10]]},"reference":[{"issue":"3","key":"6497_CR1","doi-asserted-by":"crossref","first-page":"200","DOI":"10.1016\/j.soildyn.2006.08.001","volume":"27","author":"DK Karamitros","year":"2007","unstructured":"Karamitros DK, Bouckovalas GD, Kouretzis GP (2007) Stress analysis of buried steel pipelines at strike-slip fault crossings. Soil Dyn Earthq Eng 27(3):200\u2013211","journal-title":"Soil Dyn Earthq Eng"},{"issue":"11","key":"6497_CR2","doi-asserted-by":"crossref","first-page":"1452","DOI":"10.1016\/j.soildyn.2011.05.012","volume":"31","author":"DK Karamitros","year":"2011","unstructured":"Karamitros DK et al (2011) An analytical method for strength verification of buried steel pipelines at normal fault crossings. Soil Dyn Earthq Eng 31(11):1452\u20131464","journal-title":"Soil Dyn Earthq Eng"},{"key":"6497_CR3","doi-asserted-by":"crossref","first-page":"106125","DOI":"10.1016\/j.soildyn.2020.106125","volume":"133","author":"F Talebi","year":"2020","unstructured":"Talebi F, Kiyono J (2020) Introduction of the axial force terms to governing equation for buried pipeline subjected to strike-slip fault movements. Soil Dyn Earthq Eng 133:106125","journal-title":"Soil Dyn Earthq Eng"},{"issue":"2","key":"6497_CR4","doi-asserted-by":"crossref","first-page":"215","DOI":"10.1080\/17445302.2019.1611722","volume":"15","author":"X Liu","year":"2020","unstructured":"Liu X et al (2020) A refined analytical strain analysis method for offshore pipeline under strike-slip fault movement considering strain hardening effect of steel. Ships Offshore Struct 15(2):215\u2013226","journal-title":"Ships Offshore Struct"},{"issue":"5","key":"6497_CR5","doi-asserted-by":"crossref","first-page":"587","DOI":"10.15625\/2525-2518\/55\/5\/8843","volume":"55","author":"DT Huan","year":"2017","unstructured":"Huan DT, Tu TM, Quoc TH (2017) Analytical solutions for bending, buckling and vibration analysis of functionally graded cylindrical panel. Vietnam J Sci Technol 55(5):587","journal-title":"Vietnam J Sci Technol"},{"key":"6497_CR6","doi-asserted-by":"crossref","first-page":"437","DOI":"10.1016\/j.soildyn.2017.11.008","volume":"104","author":"OV Trifonov","year":"2018","unstructured":"Trifonov OV (2018) The effect of variation of soil conditions along the pipeline in the fault-crossing zone. Soil Dyn Earthq Eng 104:437\u2013448","journal-title":"Soil Dyn Earthq Eng"},{"key":"6497_CR7","doi-asserted-by":"crossref","first-page":"395","DOI":"10.1016\/j.soildyn.2016.09.012","volume":"90","author":"VE Melissianos","year":"2016","unstructured":"Melissianos VE et al (2016) Numerical evaluation of the effectiveness of flexible joints in buried pipelines subjected to strike-slip fault rupture. Soil Dyn Earthq Eng 90:395\u2013410","journal-title":"Soil Dyn Earthq Eng"},{"key":"6497_CR8","first-page":"1","volume-title":"Computational methods in earthquake engineering","author":"VE Melissianos","year":"2017","unstructured":"Melissianos VE, Gantes CJ (2017) Numerical modeling aspects of buried pipeline\u2014fault crossing. In: Lagaros ND, Papadrakakis M, Plevris V (eds) Computational methods in earthquake engineering. Springer, Cham, pp 1\u201326"},{"issue":"11","key":"6497_CR9","doi-asserted-by":"crossref","first-page":"1361","DOI":"10.1016\/j.soildyn.2010.06.011","volume":"30","author":"P Vazouras","year":"2010","unstructured":"Vazouras P, Karamanos SA, Dakoulas P (2010) Finite element analysis of buried steel pipelines under strike-slip fault displacements. Soil Dyn Earthq Eng 30(11):1361\u20131376","journal-title":"Soil Dyn Earthq Eng"},{"key":"6497_CR10","doi-asserted-by":"crossref","first-page":"449","DOI":"10.1016\/j.compositesb.2018.09.006","volume":"154","author":"J Zhang","year":"2018","unstructured":"Zhang J, Xiao Y, Liang Z (2018) Mechanical behaviors and failure mechanisms of buried polyethylene pipes crossing active strike-slip faults. Compos B Eng 154:449\u2013466","journal-title":"Compos B Eng"},{"key":"6497_CR11","doi-asserted-by":"crossref","first-page":"48","DOI":"10.1016\/j.soildyn.2015.01.014","volume":"72","author":"P Vazouras","year":"2015","unstructured":"Vazouras P, Dakoulas P, Karamanos SA (2015) Pipe\u2013soil interaction and pipeline performance under strike\u2014slip fault movements. Soil Dyn Earthq Eng 72:48\u201365","journal-title":"Soil Dyn Earthq Eng"},{"issue":"11","key":"6497_CR12","doi-asserted-by":"crossref","first-page":"1298","DOI":"10.1016\/j.soildyn.2010.06.002","volume":"30","author":"OV Trifonov","year":"2010","unstructured":"Trifonov OV, Cherniy VP (2010) A semi-analytical approach to a nonlinear stress\u2013strain analysis of buried steel pipelines crossing active faults. Soil Dyn Earthq Eng 30(11):1298\u20131308","journal-title":"Soil Dyn Earthq Eng"},{"key":"6497_CR13","doi-asserted-by":"crossref","first-page":"55","DOI":"10.1016\/j.soildyn.2015.03.001","volume":"75","author":"E Uckan","year":"2015","unstructured":"Uckan E et al (2015) A simplified analysis model for determining the seismic response of buried steel pipes at strike-slip fault crossings. Soil Dyn Earthq Eng 75:55\u201365","journal-title":"Soil Dyn Earthq Eng"},{"key":"6497_CR14","unstructured":"Folkman S (2018) Water main break rates in the USA and Canada: a comprehensive study. Mechanical and Aerospace Engineering Faculty Publications, Paper 174"},{"issue":"7","key":"6497_CR15","doi-asserted-by":"crossref","first-page":"485","DOI":"10.1139\/cjce-2016-0519","volume":"44","author":"HC Phan","year":"2017","unstructured":"Phan HC, Dhar AS, Mondal BC (2017) Revisiting burst pressure models for corroded pipelines. Can J Civ Eng 44(7):485\u2013494","journal-title":"Can J Civ Eng"},{"issue":"2","key":"6497_CR16","doi-asserted-by":"crossref","first-page":"298","DOI":"10.1016\/j.tws.2010.11.003","volume":"49","author":"L Nunes","year":"2011","unstructured":"Nunes L, Nascimento V (2011) Estimation of internal defect size by means of radial deformations in pipes subjected to internal pressure. Thin-Walled Struct 49(2):298\u2013303","journal-title":"Thin-Walled Struct"},{"key":"6497_CR17","doi-asserted-by":"crossref","first-page":"177","DOI":"10.1016\/j.engfailanal.2018.02.016","volume":"89","author":"B Keshtegar","year":"2018","unstructured":"Keshtegar B, Seghier MAB (2018) Modified response surface method basis harmony search to predict the burst pressure of corroded pipelines. Eng Fail Anal 89:177\u2013199","journal-title":"Eng Fail Anal"},{"key":"6497_CR18","doi-asserted-by":"crossref","first-page":"190","DOI":"10.1016\/j.engfailanal.2019.01.064","volume":"98","author":"R Amaya-G\u00f3mez","year":"2019","unstructured":"Amaya-G\u00f3mez R et al (2019) Reliability assessments of corroded pipelines based on internal pressure\u2014a review. Eng Fail Anal 98:190\u2013214","journal-title":"Eng Fail Anal"},{"key":"6497_CR19","doi-asserted-by":"crossref","first-page":"43","DOI":"10.1016\/j.engstruct.2019.02.010","volume":"186","author":"BC Mondal","year":"2019","unstructured":"Mondal BC, Dhar AS (2019) Burst pressure of corroded pipelines considering combined axial forces and bending moments. Eng Struct 186:43\u201351","journal-title":"Eng Struct"},{"key":"6497_CR20","volume-title":"Remaining strength of corroded pipe under secondary (biaxial) loading","author":"J Liu","year":"2009","unstructured":"Liu J et al (2009) Remaining strength of corroded pipe under secondary (biaxial) loading. GL Industrial Services UK Ltd., Loughborough, UK"},{"issue":"8","key":"6497_CR21","doi-asserted-by":"crossref","first-page":"2758","DOI":"10.1016\/j.nucengdes.2011.06.030","volume":"241","author":"J Peng","year":"2011","unstructured":"Peng J et al (2011) Safety assessment of pipes with multiple local wall thinning defects under pressure and bending moment. Nucl Eng Des 241(8):2758\u20132765","journal-title":"Nucl Eng Des"},{"issue":"11","key":"6497_CR22","doi-asserted-by":"crossref","first-page":"548","DOI":"10.1007\/s40430-018-1475-z","volume":"40","author":"Z Zhao","year":"2018","unstructured":"Zhao Z et al (2018) Influence of pitting corrosion on the bending capacity of thin-walled circular tubes. J Braz Soc Mech Sci Eng 40(11):548","journal-title":"J Braz Soc Mech Sci Eng"},{"key":"6497_CR23","doi-asserted-by":"crossref","unstructured":"Phan HC et al. (2020) Predicting capacity of defected pipe under bending moment with data-driven model. In: International conference on modern mechanics and applications. Lecture notes in mechanical engineering, Springer: Ho Chi Minh city, Vietnam.","DOI":"10.1007\/978-981-16-3239-6_64"},{"key":"6497_CR24","doi-asserted-by":"crossref","first-page":"104274","DOI":"10.1016\/j.ijpvp.2020.104274","volume":"189","author":"HC Phan","year":"2021","unstructured":"Phan HC, Duong HT (2021) Predicting burst pressure of defected pipeline with principal component analysis and adaptive neuro fuzzy inference system. Int J Press Vessels Pip 189:104274","journal-title":"Int J Press Vessels Pip"},{"key":"6497_CR25","unstructured":"Duong HT et al (2020) Optimization design of rectangular concrete-filled steel tube short columns with balancing composite motion optimization and data-driven model. in structures. Elsevier"},{"key":"6497_CR26","first-page":"1","volume":"2020","author":"TT Le","year":"2020","unstructured":"Le TT (2020) Practical machine learning-based prediction model for axial capacity of square CFST columns. Mech Adv Mat Struct 2020:1\u201316","journal-title":"Mech Adv Mat Struct"},{"key":"6497_CR27","doi-asserted-by":"crossref","first-page":"8855069","DOI":"10.1155\/2020\/8855069","volume":"2020","author":"TT Le","year":"2020","unstructured":"Le TT, Phan HC (2020) Prediction of ultimate load of rectangular CFST columns using interpretable machine learning method. Adv Civil Eng 2020:8855069","journal-title":"Adv Civil Eng"},{"issue":"2","key":"6497_CR28","first-page":"1","volume":"54","author":"T-T Le","year":"2021","unstructured":"Le T-T, Le MV (2021) Development of user-friendly kernel-based Gaussian process regression model for prediction of load-bearing capacity of square concrete-filled steel tubular members. Mater Struct 54(2):1\u201324","journal-title":"Mater Struct"},{"key":"6497_CR29","doi-asserted-by":"crossref","unstructured":"Soize C et al. (2015) Stochastic representations and statistical inverse identification for uncertainty quantification in computational mechanics. In: (Plenary Lecture) UNCECOMP 2015, 1st ECCOMAS thematic international conference on uncertainty quantification in computational sciences and engineering","DOI":"10.7712\/120215.4249.527"},{"key":"6497_CR30","doi-asserted-by":"crossref","first-page":"104384","DOI":"10.1016\/j.ijpvp.2021.104384","volume":"191","author":"HC Phan","year":"2021","unstructured":"Phan HC, Dhar AS (2021) Predicting pipeline burst pressures with machine learning models. Int J Press Vessels Piping 191:104384","journal-title":"Int J Press Vessels Piping"},{"key":"6497_CR31","doi-asserted-by":"crossref","first-page":"104368","DOI":"10.1016\/j.ijpvp.2021.104368","volume":"191","author":"HC Phan","year":"2021","unstructured":"Phan HC et al (2021) An empirical model for bending capacity of defected pipe combined with axial load. Int J Press Vessel Piping 191:104368","journal-title":"Int J Press Vessel Piping"},{"key":"6497_CR32","doi-asserted-by":"publisher","DOI":"10.1115\/1.4038720","author":"BC Mondal","year":"2018","unstructured":"Mondal BC, Dhar AS (2018) Improved Folias factor and burst pressure models for corroded pipelines. J Press Vessel Technol. https:\/\/doi.org\/10.1115\/1.4038720","journal-title":"J Press Vessel Technol"},{"key":"6497_CR33","doi-asserted-by":"crossref","first-page":"81","DOI":"10.1016\/j.jngse.2018.05.037","volume":"56","author":"Y Shuai","year":"2018","unstructured":"Shuai Y, Shuai J, Zhang X (2018) Experimental and numerical investigation of the strain response of a dented API 5L X52 pipeline subjected to continuously increasing internal pressure. J Nat Gas Sci Eng 56:81\u201392","journal-title":"J Nat Gas Sci Eng"},{"issue":"6","key":"6497_CR34","doi-asserted-by":"crossref","first-page":"765","DOI":"10.1007\/s11340-006-9826-6","volume":"46","author":"J Diniz","year":"2006","unstructured":"Diniz J et al (2006) Stress and strain analysis of pipelines with localized metal loss. Exp Mech 46(6):765\u2013775","journal-title":"Exp Mech"},{"issue":"8","key":"6497_CR35","doi-asserted-by":"crossref","first-page":"512","DOI":"10.1016\/j.ijpvp.2007.03.002","volume":"84","author":"C-K Oh","year":"2007","unstructured":"Oh C-K et al (2007) Ductile failure analysis of API X65 pipes with notch-type defects using a local fracture criterion. Int J Press Vessels Pip 84(8):512\u2013525","journal-title":"Int J Press Vessels Pip"},{"key":"6497_CR36","doi-asserted-by":"crossref","first-page":"209","DOI":"10.1016\/j.engfailanal.2013.03.015","volume":"32","author":"B Ma","year":"2013","unstructured":"Ma B et al (2013) Assessment on failure pressure of high strength pipeline with corrosion defects. Eng Fail Anal 32:209\u2013219","journal-title":"Eng Fail Anal"},{"issue":"9","key":"6497_CR37","doi-asserted-by":"crossref","first-page":"725","DOI":"10.1016\/j.ijpvp.2004.05.005","volume":"81","author":"M Zheng","year":"2004","unstructured":"Zheng M et al (2004) Modified expression for estimating the limit bending moment of local corroded pipeline. Int J Press Vessels Pip 81(9):725\u2013729","journal-title":"Int J Press Vessels Pip"},{"key":"6497_CR38","doi-asserted-by":"crossref","first-page":"70","DOI":"10.1016\/j.jlp.2014.07.011","volume":"32","author":"Y Chen","year":"2014","unstructured":"Chen Y et al (2014) Residual bending capacity for pipelines with corrosion defects. J Loss Prev Process Ind 32:70\u201377","journal-title":"J Loss Prev Process Ind"},{"issue":"1","key":"6497_CR39","doi-asserted-by":"crossref","first-page":"54","DOI":"10.1016\/j.soildyn.2011.10.001","volume":"33","author":"OV Trifonov","year":"2012","unstructured":"Trifonov OV, Cherniy VP (2012) Elastoplastic stress\u2013strain analysis of buried steel pipelines subjected to fault displacements with account for service loads. Soil Dyn Earthq Eng 33(1):54\u201362","journal-title":"Soil Dyn Earthq Eng"},{"issue":"4","key":"6497_CR40","first-page":"219","volume":"16","author":"H Tahghighi","year":"2014","unstructured":"Tahghighi H, Hajnorouzi M (2014) Numerical evaluation of the strike-slip fault effects on the steel buried pipelines. J Seismol Earthq Eng 16(4):219","journal-title":"J Seismol Earthq Eng"},{"key":"6497_CR41","unstructured":"Melissianos VE, Gantes CJ (2015) Failure mitigation of buried steel pipeline under strike-slip fault offset using flexible joints. In: SECED 2015 Conference: Earthquake Risk and Engineering towards a Resilient World"},{"key":"6497_CR42","doi-asserted-by":"crossref","first-page":"465","DOI":"10.1016\/j.jngse.2016.04.054","volume":"32","author":"X Liu","year":"2016","unstructured":"Liu X et al (2016) A semi-empirical model for peak strain prediction of buried X80 steel pipelines under compression and bending at strike-slip fault crossings. J Nat Gas Sci Eng 32:465\u2013475","journal-title":"J Nat Gas Sci Eng"},{"key":"6497_CR43","unstructured":"Gas ASoCECo, Lifelines LF (1984) Guidelines for the seismic design of oil and gas pipeline systems. Am Soc Civil Eng"},{"issue":"3","key":"6497_CR44","doi-asserted-by":"crossref","first-page":"031303","DOI":"10.1115\/1.4045729","volume":"142","author":"A Zolfaghari","year":"2020","unstructured":"Zolfaghari A, Izadi M (2020) Burst pressure prediction of cylindrical vessels using artificial neural network. J Press Vessel Technol 142(3):031303","journal-title":"J Press Vessel Technol"},{"issue":"10","key":"6497_CR45","doi-asserted-by":"crossref","first-page":"766","DOI":"10.3390\/jmse8100766","volume":"8","author":"D Oh","year":"2020","unstructured":"Oh D et al (2020) Burst pressure prediction of API 5L X-grade dented pipelines using deep neural network. J Marine Sci Eng 8(10):766","journal-title":"J Marine Sci Eng"},{"key":"6497_CR46","doi-asserted-by":"crossref","first-page":"104","DOI":"10.1016\/j.engfailanal.2014.08.005","volume":"46","author":"B Keshtegar","year":"2014","unstructured":"Keshtegar B, Miri M (2014) Reliability analysis of corroded pipes using conjugate HL\u2013RF algorithm based on average shear stress yield criterion. Eng Fail Anal 46:104\u2013117","journal-title":"Eng Fail Anal"},{"key":"6497_CR47","doi-asserted-by":"crossref","first-page":"84","DOI":"10.1016\/j.strusafe.2017.02.005","volume":"66","author":"B Keshtegar","year":"2017","unstructured":"Keshtegar B, Meng Z (2017) A hybrid relaxed first-order reliability method for efficient structural reliability analysis. Struct Saf 66:84\u201393","journal-title":"Struct Saf"},{"key":"6497_CR48","doi-asserted-by":"crossref","first-page":"103986","DOI":"10.1016\/j.jlp.2019.103986","volume":"62","author":"B Keshtegar","year":"2019","unstructured":"Keshtegar B et al (2019) Reliability analysis of corroded pipelines: novel adaptive conjugate first order reliability method. J Loss Prev Process Ind 62:103986","journal-title":"J Loss Prev Process Ind"},{"key":"6497_CR49","unstructured":"G\u00e9ron A (2019) Hands-on machine learning with Scikit-Learn, Keras, and TensorFlow: concepts, tools, and techniques to build intelligent systems. O'Reilly Media"},{"issue":"2","key":"6497_CR50","doi-asserted-by":"crossref","first-page":"341","DOI":"10.1093\/biomet\/58.2.341","volume":"58","author":"RB d'Agostino","year":"1971","unstructured":"d\u2019Agostino RB (1971) An omnibus test of normality for moderate and large size samples. Biometrika 58(2):341\u2013348","journal-title":"Biometrika"},{"issue":"3","key":"6497_CR51","first-page":"613","volume":"60","author":"R D'agostino","year":"1973","unstructured":"D\u2019agostino R, Pearson ES (1973) Tests for departure from normality. empirical results for the distributions of b 2 and\u221a b. Biometrika 60(3):613\u2013622","journal-title":"Biometrika"},{"issue":"253","key":"6497_CR52","doi-asserted-by":"crossref","first-page":"68","DOI":"10.1080\/01621459.1951.10500769","volume":"46","author":"FJ Massey Jr","year":"1951","unstructured":"Massey FJ Jr (1951) The Kolmogorov-Smirnov test for goodness of fit. J Am Stat Assoc 46(253):68\u201378","journal-title":"J Am Stat Assoc"}],"container-title":["Neural Computing and Applications"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s00521-021-06497-3.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/article\/10.1007\/s00521-021-06497-3\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/link.springer.com\/content\/pdf\/10.1007\/s00521-021-06497-3.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,9,8]],"date-time":"2024-09-08T05:42:22Z","timestamp":1725774142000},"score":1,"resource":{"primary":{"URL":"https:\/\/link.springer.com\/10.1007\/s00521-021-06497-3"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2021,9,10]]},"references-count":52,"journal-issue":{"issue":"2","published-print":{"date-parts":[[2022,1]]}},"alternative-id":["6497"],"URL":"https:\/\/doi.org\/10.1007\/s00521-021-06497-3","relation":{},"ISSN":["0941-0643","1433-3058"],"issn-type":[{"value":"0941-0643","type":"print"},{"value":"1433-3058","type":"electronic"}],"subject":[],"published":{"date-parts":[[2021,9,10]]},"assertion":[{"value":"24 January 2021","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"30 August 2021","order":2,"name":"accepted","label":"Accepted","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"10 September 2021","order":3,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}},{"order":1,"name":"Ethics","group":{"name":"EthicsHeading","label":"Declarations"}},{"value":"The authors declare that they have no conflict of interest.","order":2,"name":"Ethics","group":{"name":"EthicsHeading","label":"Conflicts of interest"}}]}}