Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system

Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluat...
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Autor*in:	Tubaldi, Enrico [verfasserIn] Antonopoulos, Christos Mitoulis, Stergios Aristoteles Argyroudis, Sotirios Gara, Fabrizio Ragni, Laura Carbonari, Sandro Dezi, Francesca Vratsikidis, Athanasios Pitilakis, Dimitris Anastasiadis, Anastasios

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Bridge scour Field test Soil–structure interaction Ambient vibrations Vibration-based identification Structural health monitoring

Anmerkung:	© The Author(s) 2022

Übergeordnetes Werk:	Enthalten in: Journal of civil structural health monitoring - Berlin : Springer, 2011, 13(2022), 8 vom: 26. Aug., Seite 1461-1481
Übergeordnetes Werk:	volume:13 ; year:2022 ; number:8 ; day:26 ; month:08 ; pages:1461-1481

Links:	Volltext

DOI / URN:	10.1007/s13349-022-00608-x

Katalog-ID:	SPR054124840

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520			\|a Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification.
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700	1		\|a Antonopoulos, Christos \|0 (orcid)0000-0001-5551-0209 \|4 aut
700	1		\|a Mitoulis, Stergios Aristoteles \|4 aut
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700	1		\|a Gara, Fabrizio \|4 aut
700	1		\|a Ragni, Laura \|4 aut
700	1		\|a Carbonari, Sandro \|4 aut
700	1		\|a Dezi, Francesca \|4 aut
700	1		\|a Vratsikidis, Athanasios \|4 aut
700	1		\|a Pitilakis, Dimitris \|4 aut
700	1		\|a Anastasiadis, Anastasios \|4 aut
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allfields	10.1007/s13349-022-00608-x doi (DE-627)SPR054124840 (SPR)s13349-022-00608-x-e DE-627 ger DE-627 rakwb eng Tubaldi, Enrico verfasserin aut Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2022 Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. Bridge scour (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Soil–structure interaction (dpeaa)DE-He213 Ambient vibrations (dpeaa)DE-He213 Vibration-based identification (dpeaa)DE-He213 Structural health monitoring (dpeaa)DE-He213 Antonopoulos, Christos (orcid)0000-0001-5551-0209 aut Mitoulis, Stergios Aristoteles aut Argyroudis, Sotirios aut Gara, Fabrizio aut Ragni, Laura aut Carbonari, Sandro aut Dezi, Francesca aut Vratsikidis, Athanasios aut Pitilakis, Dimitris aut Anastasiadis, Anastasios aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 13(2022), 8 vom: 26. Aug., Seite 1461-1481 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481 https://dx.doi.org/10.1007/s13349-022-00608-x kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 13 2022 8 26 08 1461-1481
spelling	10.1007/s13349-022-00608-x doi (DE-627)SPR054124840 (SPR)s13349-022-00608-x-e DE-627 ger DE-627 rakwb eng Tubaldi, Enrico verfasserin aut Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2022 Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. Bridge scour (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Soil–structure interaction (dpeaa)DE-He213 Ambient vibrations (dpeaa)DE-He213 Vibration-based identification (dpeaa)DE-He213 Structural health monitoring (dpeaa)DE-He213 Antonopoulos, Christos (orcid)0000-0001-5551-0209 aut Mitoulis, Stergios Aristoteles aut Argyroudis, Sotirios aut Gara, Fabrizio aut Ragni, Laura aut Carbonari, Sandro aut Dezi, Francesca aut Vratsikidis, Athanasios aut Pitilakis, Dimitris aut Anastasiadis, Anastasios aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 13(2022), 8 vom: 26. Aug., Seite 1461-1481 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481 https://dx.doi.org/10.1007/s13349-022-00608-x kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 13 2022 8 26 08 1461-1481
allfields_unstemmed	10.1007/s13349-022-00608-x doi (DE-627)SPR054124840 (SPR)s13349-022-00608-x-e DE-627 ger DE-627 rakwb eng Tubaldi, Enrico verfasserin aut Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2022 Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. Bridge scour (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Soil–structure interaction (dpeaa)DE-He213 Ambient vibrations (dpeaa)DE-He213 Vibration-based identification (dpeaa)DE-He213 Structural health monitoring (dpeaa)DE-He213 Antonopoulos, Christos (orcid)0000-0001-5551-0209 aut Mitoulis, Stergios Aristoteles aut Argyroudis, Sotirios aut Gara, Fabrizio aut Ragni, Laura aut Carbonari, Sandro aut Dezi, Francesca aut Vratsikidis, Athanasios aut Pitilakis, Dimitris aut Anastasiadis, Anastasios aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 13(2022), 8 vom: 26. Aug., Seite 1461-1481 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481 https://dx.doi.org/10.1007/s13349-022-00608-x kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 13 2022 8 26 08 1461-1481
allfieldsGer	10.1007/s13349-022-00608-x doi (DE-627)SPR054124840 (SPR)s13349-022-00608-x-e DE-627 ger DE-627 rakwb eng Tubaldi, Enrico verfasserin aut Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2022 Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. Bridge scour (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Soil–structure interaction (dpeaa)DE-He213 Ambient vibrations (dpeaa)DE-He213 Vibration-based identification (dpeaa)DE-He213 Structural health monitoring (dpeaa)DE-He213 Antonopoulos, Christos (orcid)0000-0001-5551-0209 aut Mitoulis, Stergios Aristoteles aut Argyroudis, Sotirios aut Gara, Fabrizio aut Ragni, Laura aut Carbonari, Sandro aut Dezi, Francesca aut Vratsikidis, Athanasios aut Pitilakis, Dimitris aut Anastasiadis, Anastasios aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 13(2022), 8 vom: 26. Aug., Seite 1461-1481 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481 https://dx.doi.org/10.1007/s13349-022-00608-x kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 13 2022 8 26 08 1461-1481
allfieldsSound	10.1007/s13349-022-00608-x doi (DE-627)SPR054124840 (SPR)s13349-022-00608-x-e DE-627 ger DE-627 rakwb eng Tubaldi, Enrico verfasserin aut Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2022 Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. Bridge scour (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Soil–structure interaction (dpeaa)DE-He213 Ambient vibrations (dpeaa)DE-He213 Vibration-based identification (dpeaa)DE-He213 Structural health monitoring (dpeaa)DE-He213 Antonopoulos, Christos (orcid)0000-0001-5551-0209 aut Mitoulis, Stergios Aristoteles aut Argyroudis, Sotirios aut Gara, Fabrizio aut Ragni, Laura aut Carbonari, Sandro aut Dezi, Francesca aut Vratsikidis, Athanasios aut Pitilakis, Dimitris aut Anastasiadis, Anastasios aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 13(2022), 8 vom: 26. Aug., Seite 1461-1481 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481 https://dx.doi.org/10.1007/s13349-022-00608-x kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 13 2022 8 26 08 1461-1481
language	English
source	Enthalten in Journal of civil structural health monitoring 13(2022), 8 vom: 26. Aug., Seite 1461-1481 volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481
sourceStr	Enthalten in Journal of civil structural health monitoring 13(2022), 8 vom: 26. Aug., Seite 1461-1481 volume:13 year:2022 number:8 day:26 month:08 pages:1461-1481
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Bridge scour Field test Soil–structure interaction Ambient vibrations Vibration-based identification Structural health monitoring
isfreeaccess_bool	true
container_title	Journal of civil structural health monitoring
authorswithroles_txt_mv	Tubaldi, Enrico @@aut@@ Antonopoulos, Christos @@aut@@ Mitoulis, Stergios Aristoteles @@aut@@ Argyroudis, Sotirios @@aut@@ Gara, Fabrizio @@aut@@ Ragni, Laura @@aut@@ Carbonari, Sandro @@aut@@ Dezi, Francesca @@aut@@ Vratsikidis, Athanasios @@aut@@ Pitilakis, Dimitris @@aut@@ Anastasiadis, Anastasios @@aut@@
publishDateDaySort_date	2022-08-26T00:00:00Z
hierarchy_top_id	645092878
id	SPR054124840
language_de	englisch
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author	Tubaldi, Enrico
spellingShingle	Tubaldi, Enrico misc Bridge scour misc Field test misc Soil–structure interaction misc Ambient vibrations misc Vibration-based identification misc Structural health monitoring Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system
authorStr	Tubaldi, Enrico
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topic_title	Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system Bridge scour (dpeaa)DE-He213 Field test (dpeaa)DE-He213 Soil–structure interaction (dpeaa)DE-He213 Ambient vibrations (dpeaa)DE-He213 Vibration-based identification (dpeaa)DE-He213 Structural health monitoring (dpeaa)DE-He213
topic	misc Bridge scour misc Field test misc Soil–structure interaction misc Ambient vibrations misc Vibration-based identification misc Structural health monitoring
topic_unstemmed	misc Bridge scour misc Field test misc Soil–structure interaction misc Ambient vibrations misc Vibration-based identification misc Structural health monitoring
topic_browse	misc Bridge scour misc Field test misc Soil–structure interaction misc Ambient vibrations misc Vibration-based identification misc Structural health monitoring
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title	Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system
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title_full	Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system
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author_browse	Tubaldi, Enrico Antonopoulos, Christos Mitoulis, Stergios Aristoteles Argyroudis, Sotirios Gara, Fabrizio Ragni, Laura Carbonari, Sandro Dezi, Francesca Vratsikidis, Athanasios Pitilakis, Dimitris Anastasiadis, Anastasios
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title_sort	field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system
title_auth	Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system
abstract	Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. © The Author(s) 2022
abstractGer	Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. © The Author(s) 2022
abstract_unstemmed	Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. The study results shed light on the effects of scour on systems with shallow foundations and on the accuracy of alternative modelling approaches. They are presented here to inform the development and validation of vibration-based techniques and modelling strategies for bridge scour identification. © The Author(s) 2022
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title_short	Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system
url	https://dx.doi.org/10.1007/s13349-022-00608-x
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author2	Antonopoulos, Christos Mitoulis, Stergios Aristoteles Argyroudis, Sotirios Gara, Fabrizio Ragni, Laura Carbonari, Sandro Dezi, Francesca Vratsikidis, Athanasios Pitilakis, Dimitris Anastasiadis, Anastasios
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doi_str	10.1007/s13349-022-00608-x
up_date	2024-07-04T00:03:46.547Z
_version_	1803604644647141376
fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR054124840</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20231219064636.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">231219s2022 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s13349-022-00608-x</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR054124840</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s13349-022-00608-x-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Tubaldi, Enrico</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s) 2022</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Scour is the prevailing cause of bridge failure worldwide, leading not only to traffic disruption, but also to social and economic losses and even to casualties. Many vibration-based monitoring techniques have been proposed for identifying the scour location and extent, based on the evaluation of the changes of the bridge modal properties due to scour. This study describes the experimental and numerical research carried out to investigate the effects of scour on the dynamic properties of structures with shallow foundations. Although these are the most vulnerable ones, they have received less attention compared to structures founded on pile foundations. To fill some existing knowledge gaps, field experiments were carried out on EuroProteas, a structural prototype with shallow foundation that was subjected to increasing levels of scour. The changes of the dynamic properties of the system are evaluated by postprocessing the ambient vibration recordings and by developing various models of the soil–foundation–structural system with different descriptions of the soil–structure interaction problem. 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Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system

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