Design displacement for lifelines at fault crossings: the code-based approach for Europe
Language
English
Obiettivo Specifico
OST2 Deformazione e Hazard sismico e da maremoto
Status
Published
JCR Journal
JCR Journal
Peer review journal
Yes
Issue/vol(year)
/22 (2024)
ISSN
1570-761X
Publisher
Springer-Nature
Pages (printed)
2677–2720
Date Issued
2024
Subjects
Abstract
The earthquake-resistant design of lifelines, such as pipelines, tunnels and bridges, is based on the reliable representation and estimation of the seismic loading. In the case of lifeline–fault crossings, the design fault displacement is typically derived from estimates based on fault dimensions via empirical fault scaling relations for a given “design” scenario event. This approach comes with an unknown level of safety because the fault productivity and the actual distribution of earthquake events are essentially disregarded. To overcome this challenge, a simplified approach is proposed by statistically analyzing the outcome of probabilistic fault displacement hazard analyses (PFDHAs). A selection of faults from the 2020 European Fault-Source Model is used to build the logic tree and to set the range of parameters considered in the PFDHAs. The methodology allows the (mostly conservative) approximation of the fault displacement corresponding to any given return period based on readily available data, namely fault productivity, fault mechanism, fault length, and lifeline crossing location on the fault. The proposed methodology has been proposed and adopted as an informative Annex in prEN 1998-4:2022.
Sponsors
Open access funding provided by HEAL-Link Greece. The current work has been partially undertaken in as part of the Horizon 2020 Seismology and Earthquake Engineering Research Infrastructure Alliance in Europe (SERA, Grant Agreement No. 730900). The first and the second author have received partial funding from the European Union’s Horizon 2020 research and innovation programme “METIS-Seismic Risk Assessment for Nuclear Safety” under Grant Agreement No. 945121 and also, the financial support provided by the Hellenic Foundation for Research and Innovation (H.F.R.I.) under the “2nd Call for H.F.R.I. Research Projects to support Faculty Members & Researchers”, Project “TwinCity—Climate-Aware Risk and Resilience Assessment of Urban Areas under Multiple Environmental Stressors via Multi-Tiered Digital City Twinning” (Number: 2515) is gratefully acknowledged.
References
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Anastasopoulos I, Gazetas G (2007) Foundation–structure systems over a rupturing normal fault: part I.
Observations after the Kocaeli 1999 earthquake. Bull Earthq Eng 5:253–275. https:// doi. org/ 10. 1007/
s10518- 007- 9029-2
Anastasopoulos I, Gazetas G, Bransby MF et al (2007) Fault rupture propagation through sand: finite-element
analysis and validation through centrifuge experiments. J Geotech Geoenviron Eng 133(8):943–
958. https:// doi. org/ 10. 1061/ (ASCE) 1090- 0241(2007) 133: 8(943)
Anastasopoulos I, Gerolymos N, Gazetas G, Bransby MF (2008) Simplified approach for design of raft
foundations against fault rupture. Part I: free-field. Earthq Eng Eng Vib 7:147–163. https:// doi. org/ 10.
1007/ s11803- 008- 0835-6
Basili R, Danciu L, Beauval C, et al (2022) European Fault-Source Model 2020 (EFSM20): online data on
fault geometry and activity parameters. Rome, Italy. https:// doi. org/ 10. 13127/ efsm20
Basöz NI, Kiremidjian AS, King SA, Law KH (1999) Statistical analysis of bridge damage data from the
1994 Northridge, CA, earthquake. Earthq Spectra 15:25–54. https:// doi. org/ 10. 1193/1. 15860 27
Bird JF, Bommer JJ (2004) Earthquake losses due to ground failure. Eng Geol 75(2):147–179. https:// doi.
org/ 10. 1016/j. enggeo. 2004. 05. 006
Bommer JJ (2002) Deterministic vs. probabilistic seismic hazard assessment: an exaggerated and obstructive
dichotomy. J Earthq Eng 6:43–73. https:// doi. org/ 10. 1080/ 13632 46020 93504 32
Bommer JJ, Scherbaum F (2008) The use and misuse of logic trees in probabilistic seismic hazard analysis.
Earthq Spectra 24(4):997–1009. https:// doi. org/ 10. 1193/1. 29777 55
Casari M, Wilkie SJ (2005) Sequencing lifeline repairs after an earthquake: an economic approach. J Regul
Econ 27:47–65. https:// doi. org/ 10. 1007/ s11149- 004- 4418-9
Cornell CA, Krawinkler H (2000) Progress and challenges in seismic performance assessment. PEER
Center News 3:1–4
Danciu L, Nandan S, Reyes C, et al (2021) The 2020 update of the European Seismic Hazard Model—
ESHM20: Model Overview. EFEHR Technical Report 001 v1.0.0. Zurich, Switzerland. https:// doi. org/
10. 12686/ a15
Davis CA (2008) Assessing geotechnical hazards for water pipes with uniform confidence level. In: Geotechnical
earthquake engineering and soil dynamics IV. ASCE, Reston, VA, pp 1–10. https:// doi. org/
10. 1061/ 40975 (318) 194
European Committee for Standardisation (2021) EN 1998-1-1:2021, Eurocode 8: earthquake resistance
design of structures—part 1–1: general rules and seismic action. Belgium, Brussels
European Committee for Standardisation (2022) prEN 1998–4:2022, Eurocode 8—design of structures
for earthquake resistance—part 4: silos, tanks and pipelines, towers, masts and chimneys. Belgium,
Brussels
Fragiadakis M, Vamvatsikos D, Karlaftis MG et al (2015) Seismic assessment of structures and lifelines. J
Sound Vib 334(6):29–56. https:// doi. org/ 10. 1016/j. jsv. 2013. 12. 031
Gao JC, Chan CH, Ma KF, Lee CT (2022) Probabilistic fault displacement hazards along the milun fault.
Bull Seismol Soc Am 112(5):2745–2757. https:// doi. org/ 10. 1785/ 01202 10312
Girgin S, Krausmann E (2016) Historical analysis of U.S. onshore hazardous liquid pipeline accidents triggered
by natural hazards. J Loss Prev Process Ind 40:578–590. https:// doi. org/ 10. 1016/j. jlp. 2016. 02.
008
Gutenberg R, Richter CF (1944) Frequency of earthquakes in California. Bull Seismol Soc Am 34:185–188.
https:// doi. org/ 10. 1785/ BSSA0 34004 0185
Hamid-Mosaku IA, Oguntade OF, Ifeanyi VI et al (2020) Evolving a comprehensive geomatics multi-criteria
evaluation index model for optimal pipeline route selection. Struct Infrastruct Eng 16(10):1382–
1396. https:// doi. org/ 10. 1080/ 15732 479. 2020. 17124 35
Haver S, Winterstein SR (2009) Environmental contour lines: a method for estimating long term extremes
by a short term analysis. Trans Soc Naval Archit Mar Eng 116:116–127
Honegger DG, Nyman DJ, Johnson ER et al (2004) Trans-Alaska pipeline system performance in the 2002
Denali fault, Alaska, earthquake. Earthq Spectra 20(3):707–738. https:// doi. org/ 10. 1193/1. 17792 39
Kilanitis I, Sextos A (2019) Integrated seismic risk and resilience assessment of roadway networks in earthquake
prone areas. Bull Earthq Eng 17:181–210. https:// doi. org/ 10. 1007/ s10518- 018- 0457-y
Kramer SL (1996) Geotechnical earthquake engineering. Prentice-Hall, Upper Saddle River
Leonard M (2014) Self-consistent earthquake fault-scaling relations: update and extension to stable continental
strike-slip faults. Bull Seismol Soc Am 104(6):2953–2965. https:// doi. org/ 10. 1785/ 01201 40087
Loukidis D, Bouckovalas GD, Papadimitriou AG (2009) Analysis of fault rupture propagation through uniform
soil cover. Soil Dyn Earthq Eng 29(11–12):1389–1404. https:// doi. org/ 10. 1016/j. soild yn. 2009.
04. 003
Mackay DJC (2005) Information theory, inference, and learning algorithms. Cambridge University Press,
Cambridge
Mazumder RK, Salman AM, Li Y, Yu X (2020) Seismic functionality and resilience analysis of water distribution
systems. J Pipeline Syst Eng Pract 11(1):04019045. https:// doi. org/ 10. 1061/ (ASCE) PS. 1949-
1204. 00004 18
Melissianos VE, Vamvatsikos D, Gantes CJ (2017) Performance assessment of buried pipelines at fault
crossings. Earthq Spectra 33(1):201–218. https:// doi. org/ 10. 1193/ 12201 5EQS1 87M
Melissianos VE, Danciu L, Vamvatsikos D, Basili R (2023) Fault displacement hazard estimation at lifeline–
fault crossings: a simplified approach for engineering applications. Bull Earthq Eng. https:// doi.
org/ 10. 1007/ s10518- 023- 01710-1
Moss RES, Ross ZE (2011) Probabilistic fault displacement hazard analysis for reverse faults. Bull Seismol
Soc Am 101(4):1542–1553. https:// doi. org/ 10. 1785/ 01201 00248
Nair GS, Dash SR, Mondal G (2018) Review of pipeline performance during earthquakes since 1906. J Perform
Constr Facil 32(6):1–18. https:// doi. org/ 10. 1061/ (ASCE) CF. 1943- 5509. 00012 14
O’Rourke TD (2010) Geohazards and large, geographically distributed systems. Geotechnique 60:505–543.
https:// doi. org/ 10. 1680/ geot. 2010. 60.7. 505
O’Rourke TD, Jeon SS, Toprak S et al (2014) Earthquake response of underground pipeline networks in
Christchurch, NZ. Earthq Spectra 30(1):183–204. https:// doi. org/ 10. 1193/ 03041 3EQS0 62M
O’Rourke MJ, Liu JX (2012) Seismic design of buried and offshore pipelines. Monograph MCEER-
12-MN04. Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY, USA
Petersen MD, Dawson TE, Chen R et al (2011) Fault displacement hazard for strike-slip faults. Bull Seismol
Soc Am 101(2):805–825. https:// doi. org/ 10. 1785/ 01201 00035
Roy N, Sarkar R (2017) A Review of seismic damage of mountain tunnels and probable failure mechanisms.
Geotech Geol Eng 35:1–28. https:// doi. org/ 10. 1007/ s10706- 016- 0091-x
Seel K, Dragan M, Coulombe-Pontbriand M, et al (2014) A spatial multi-criteria analysis process to
optimize and better defend the pipeline route selection process. In: Proceedings of the 10th international
pipeline conference. American society of mechanical engineers, Calgary, Alberta, Canada, p
IPC201433221. https:// doi. org/ 10. 1115/ IPC20 14- 33221
Somerville P (1995) Kobe earthquake: an urban disaster. EOS Trans Am Geophys Union 76:49–51. https://
doi. org/ 10. 1029/ EO076 i006p 00049- 02
Steinberg LJ, Cruz AM (2004) When natural and technological disasters collide: lessons from the Turkey
Earthquake of August 17, 1999. Nat Hazards Rev 5:121–130. https:// doi. org/ 10. 1061/ (asce) 1527-
6988(2004)5: 3(121)
Valentini A, Fukushima Y, Contri P et al (2021) Probabilistic fault displacement hazard assessment
(PFDHA) for nuclear installations according to IAEA safety standards. Bull Seismol Soc Am
111(5):2661–2672. https:// doi. org/ 10. 1785/ 01202 10083
Wang JH (2018) A review on scaling of earthquake faults. Terr Atmos Ocean Sci 29:589–610. https:// doi.
org/ 10. 3319/ TAO. 2018. 08. 19. 01
Wells DL, Coppersmith KJ (1994) New empirical relationships among magnitude, rupture length, rupture
width, rupture area, and surface displacements. Bull Seismol Soc Am 84(4):974–1002. https:// doi. org/
10. 1785/ BSSA0 84004 0974
Yang S, Mavroeidis GP (2018) Bridges crossing fault rupture zones: a review. Soil Dyn Earthq Eng
113:545–571. https:// doi. org/ 10. 1016/j. soild yn. 2018. 03. 027
Youngs RR, Coppersmith KJ (1986) Implications of fault slip rates and earthquake recurrence models to
probabilistic seismic hazard estimates. Int J Rock Mech Min Sci Geomech Abstr 23:125. https:// doi.
org/ 10. 1016/ 0148- 9062(86) 90651-0
Youngs RR, Arabasz WJ, Anderson RE et al (2003) A methodology for probabilistic fault displacement hazard
analysis (PFDHA). Earthq Spectra 19(1):191–219. https:// doi. org/ 10. 1193/1. 15428 91
Francisco
Anastasopoulos I, Gazetas G (2007) Foundation–structure systems over a rupturing normal fault: part I.
Observations after the Kocaeli 1999 earthquake. Bull Earthq Eng 5:253–275. https:// doi. org/ 10. 1007/
s10518- 007- 9029-2
Anastasopoulos I, Gazetas G, Bransby MF et al (2007) Fault rupture propagation through sand: finite-element
analysis and validation through centrifuge experiments. J Geotech Geoenviron Eng 133(8):943–
958. https:// doi. org/ 10. 1061/ (ASCE) 1090- 0241(2007) 133: 8(943)
Anastasopoulos I, Gerolymos N, Gazetas G, Bransby MF (2008) Simplified approach for design of raft
foundations against fault rupture. Part I: free-field. Earthq Eng Eng Vib 7:147–163. https:// doi. org/ 10.
1007/ s11803- 008- 0835-6
Basili R, Danciu L, Beauval C, et al (2022) European Fault-Source Model 2020 (EFSM20): online data on
fault geometry and activity parameters. Rome, Italy. https:// doi. org/ 10. 13127/ efsm20
Basöz NI, Kiremidjian AS, King SA, Law KH (1999) Statistical analysis of bridge damage data from the
1994 Northridge, CA, earthquake. Earthq Spectra 15:25–54. https:// doi. org/ 10. 1193/1. 15860 27
Bird JF, Bommer JJ (2004) Earthquake losses due to ground failure. Eng Geol 75(2):147–179. https:// doi.
org/ 10. 1016/j. enggeo. 2004. 05. 006
Bommer JJ (2002) Deterministic vs. probabilistic seismic hazard assessment: an exaggerated and obstructive
dichotomy. J Earthq Eng 6:43–73. https:// doi. org/ 10. 1080/ 13632 46020 93504 32
Bommer JJ, Scherbaum F (2008) The use and misuse of logic trees in probabilistic seismic hazard analysis.
Earthq Spectra 24(4):997–1009. https:// doi. org/ 10. 1193/1. 29777 55
Casari M, Wilkie SJ (2005) Sequencing lifeline repairs after an earthquake: an economic approach. J Regul
Econ 27:47–65. https:// doi. org/ 10. 1007/ s11149- 004- 4418-9
Cornell CA, Krawinkler H (2000) Progress and challenges in seismic performance assessment. PEER
Center News 3:1–4
Danciu L, Nandan S, Reyes C, et al (2021) The 2020 update of the European Seismic Hazard Model—
ESHM20: Model Overview. EFEHR Technical Report 001 v1.0.0. Zurich, Switzerland. https:// doi. org/
10. 12686/ a15
Davis CA (2008) Assessing geotechnical hazards for water pipes with uniform confidence level. In: Geotechnical
earthquake engineering and soil dynamics IV. ASCE, Reston, VA, pp 1–10. https:// doi. org/
10. 1061/ 40975 (318) 194
European Committee for Standardisation (2021) EN 1998-1-1:2021, Eurocode 8: earthquake resistance
design of structures—part 1–1: general rules and seismic action. Belgium, Brussels
European Committee for Standardisation (2022) prEN 1998–4:2022, Eurocode 8—design of structures
for earthquake resistance—part 4: silos, tanks and pipelines, towers, masts and chimneys. Belgium,
Brussels
Fragiadakis M, Vamvatsikos D, Karlaftis MG et al (2015) Seismic assessment of structures and lifelines. J
Sound Vib 334(6):29–56. https:// doi. org/ 10. 1016/j. jsv. 2013. 12. 031
Gao JC, Chan CH, Ma KF, Lee CT (2022) Probabilistic fault displacement hazards along the milun fault.
Bull Seismol Soc Am 112(5):2745–2757. https:// doi. org/ 10. 1785/ 01202 10312
Girgin S, Krausmann E (2016) Historical analysis of U.S. onshore hazardous liquid pipeline accidents triggered
by natural hazards. J Loss Prev Process Ind 40:578–590. https:// doi. org/ 10. 1016/j. jlp. 2016. 02.
008
Gutenberg R, Richter CF (1944) Frequency of earthquakes in California. Bull Seismol Soc Am 34:185–188.
https:// doi. org/ 10. 1785/ BSSA0 34004 0185
Hamid-Mosaku IA, Oguntade OF, Ifeanyi VI et al (2020) Evolving a comprehensive geomatics multi-criteria
evaluation index model for optimal pipeline route selection. Struct Infrastruct Eng 16(10):1382–
1396. https:// doi. org/ 10. 1080/ 15732 479. 2020. 17124 35
Haver S, Winterstein SR (2009) Environmental contour lines: a method for estimating long term extremes
by a short term analysis. Trans Soc Naval Archit Mar Eng 116:116–127
Honegger DG, Nyman DJ, Johnson ER et al (2004) Trans-Alaska pipeline system performance in the 2002
Denali fault, Alaska, earthquake. Earthq Spectra 20(3):707–738. https:// doi. org/ 10. 1193/1. 17792 39
Kilanitis I, Sextos A (2019) Integrated seismic risk and resilience assessment of roadway networks in earthquake
prone areas. Bull Earthq Eng 17:181–210. https:// doi. org/ 10. 1007/ s10518- 018- 0457-y
Kramer SL (1996) Geotechnical earthquake engineering. Prentice-Hall, Upper Saddle River
Leonard M (2014) Self-consistent earthquake fault-scaling relations: update and extension to stable continental
strike-slip faults. Bull Seismol Soc Am 104(6):2953–2965. https:// doi. org/ 10. 1785/ 01201 40087
Loukidis D, Bouckovalas GD, Papadimitriou AG (2009) Analysis of fault rupture propagation through uniform
soil cover. Soil Dyn Earthq Eng 29(11–12):1389–1404. https:// doi. org/ 10. 1016/j. soild yn. 2009.
04. 003
Mackay DJC (2005) Information theory, inference, and learning algorithms. Cambridge University Press,
Cambridge
Mazumder RK, Salman AM, Li Y, Yu X (2020) Seismic functionality and resilience analysis of water distribution
systems. J Pipeline Syst Eng Pract 11(1):04019045. https:// doi. org/ 10. 1061/ (ASCE) PS. 1949-
1204. 00004 18
Melissianos VE, Vamvatsikos D, Gantes CJ (2017) Performance assessment of buried pipelines at fault
crossings. Earthq Spectra 33(1):201–218. https:// doi. org/ 10. 1193/ 12201 5EQS1 87M
Melissianos VE, Danciu L, Vamvatsikos D, Basili R (2023) Fault displacement hazard estimation at lifeline–
fault crossings: a simplified approach for engineering applications. Bull Earthq Eng. https:// doi.
org/ 10. 1007/ s10518- 023- 01710-1
Moss RES, Ross ZE (2011) Probabilistic fault displacement hazard analysis for reverse faults. Bull Seismol
Soc Am 101(4):1542–1553. https:// doi. org/ 10. 1785/ 01201 00248
Nair GS, Dash SR, Mondal G (2018) Review of pipeline performance during earthquakes since 1906. J Perform
Constr Facil 32(6):1–18. https:// doi. org/ 10. 1061/ (ASCE) CF. 1943- 5509. 00012 14
O’Rourke TD (2010) Geohazards and large, geographically distributed systems. Geotechnique 60:505–543.
https:// doi. org/ 10. 1680/ geot. 2010. 60.7. 505
O’Rourke TD, Jeon SS, Toprak S et al (2014) Earthquake response of underground pipeline networks in
Christchurch, NZ. Earthq Spectra 30(1):183–204. https:// doi. org/ 10. 1193/ 03041 3EQS0 62M
O’Rourke MJ, Liu JX (2012) Seismic design of buried and offshore pipelines. Monograph MCEER-
12-MN04. Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY, USA
Petersen MD, Dawson TE, Chen R et al (2011) Fault displacement hazard for strike-slip faults. Bull Seismol
Soc Am 101(2):805–825. https:// doi. org/ 10. 1785/ 01201 00035
Roy N, Sarkar R (2017) A Review of seismic damage of mountain tunnels and probable failure mechanisms.
Geotech Geol Eng 35:1–28. https:// doi. org/ 10. 1007/ s10706- 016- 0091-x
Seel K, Dragan M, Coulombe-Pontbriand M, et al (2014) A spatial multi-criteria analysis process to
optimize and better defend the pipeline route selection process. In: Proceedings of the 10th international
pipeline conference. American society of mechanical engineers, Calgary, Alberta, Canada, p
IPC201433221. https:// doi. org/ 10. 1115/ IPC20 14- 33221
Somerville P (1995) Kobe earthquake: an urban disaster. EOS Trans Am Geophys Union 76:49–51. https://
doi. org/ 10. 1029/ EO076 i006p 00049- 02
Steinberg LJ, Cruz AM (2004) When natural and technological disasters collide: lessons from the Turkey
Earthquake of August 17, 1999. Nat Hazards Rev 5:121–130. https:// doi. org/ 10. 1061/ (asce) 1527-
6988(2004)5: 3(121)
Valentini A, Fukushima Y, Contri P et al (2021) Probabilistic fault displacement hazard assessment
(PFDHA) for nuclear installations according to IAEA safety standards. Bull Seismol Soc Am
111(5):2661–2672. https:// doi. org/ 10. 1785/ 01202 10083
Wang JH (2018) A review on scaling of earthquake faults. Terr Atmos Ocean Sci 29:589–610. https:// doi.
org/ 10. 3319/ TAO. 2018. 08. 19. 01
Wells DL, Coppersmith KJ (1994) New empirical relationships among magnitude, rupture length, rupture
width, rupture area, and surface displacements. Bull Seismol Soc Am 84(4):974–1002. https:// doi. org/
10. 1785/ BSSA0 84004 0974
Yang S, Mavroeidis GP (2018) Bridges crossing fault rupture zones: a review. Soil Dyn Earthq Eng
113:545–571. https:// doi. org/ 10. 1016/j. soild yn. 2018. 03. 027
Youngs RR, Coppersmith KJ (1986) Implications of fault slip rates and earthquake recurrence models to
probabilistic seismic hazard estimates. Int J Rock Mech Min Sci Geomech Abstr 23:125. https:// doi.
org/ 10. 1016/ 0148- 9062(86) 90651-0
Youngs RR, Arabasz WJ, Anderson RE et al (2003) A methodology for probabilistic fault displacement hazard
analysis (PFDHA). Earthq Spectra 19(1):191–219. https:// doi. org/ 10. 1193/1. 15428 91
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