Static and dynamic testing of highway bridges: a best practice example

Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should...
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Autor*in:	Laura, Marcheggiani [verfasserIn] Francesco, Clementi Antonio, Formisano

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	Structural health monitoring Bridge Load testing Dynamic testing Operational modal analysis Experimental modal analysis

Anmerkung:	© Springer-Verlag GmbH Germany, part of Springer Nature 2019

Übergeordnetes Werk:	Enthalten in: Journal of civil structural health monitoring - Berlin : Springer, 2011, 10(2019), 1 vom: 02. Dez., Seite 43-56
Übergeordnetes Werk:	volume:10 ; year:2019 ; number:1 ; day:02 ; month:12 ; pages:43-56

Links:	Volltext

DOI / URN:	10.1007/s13349-019-00368-1

Katalog-ID:	SPR031424260

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allfields	10.1007/s13349-019-00368-1 doi (DE-627)SPR031424260 (SPR)s13349-019-00368-1-e DE-627 ger DE-627 rakwb eng Laura, Marcheggiani verfasserin aut Static and dynamic testing of highway bridges: a best practice example 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. Structural health monitoring (dpeaa)DE-He213 Bridge (dpeaa)DE-He213 Load testing (dpeaa)DE-He213 Dynamic testing (dpeaa)DE-He213 Operational modal analysis (dpeaa)DE-He213 Experimental modal analysis (dpeaa)DE-He213 Francesco, Clementi aut Antonio, Formisano (orcid)0000-0003-3592-4011 aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 10(2019), 1 vom: 02. Dez., Seite 43-56 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:10 year:2019 number:1 day:02 month:12 pages:43-56 https://dx.doi.org/10.1007/s13349-019-00368-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA 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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 10 2019 1 02 12 43-56
spelling	10.1007/s13349-019-00368-1 doi (DE-627)SPR031424260 (SPR)s13349-019-00368-1-e DE-627 ger DE-627 rakwb eng Laura, Marcheggiani verfasserin aut Static and dynamic testing of highway bridges: a best practice example 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. Structural health monitoring (dpeaa)DE-He213 Bridge (dpeaa)DE-He213 Load testing (dpeaa)DE-He213 Dynamic testing (dpeaa)DE-He213 Operational modal analysis (dpeaa)DE-He213 Experimental modal analysis (dpeaa)DE-He213 Francesco, Clementi aut Antonio, Formisano (orcid)0000-0003-3592-4011 aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 10(2019), 1 vom: 02. Dez., Seite 43-56 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:10 year:2019 number:1 day:02 month:12 pages:43-56 https://dx.doi.org/10.1007/s13349-019-00368-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA 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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 10 2019 1 02 12 43-56
allfields_unstemmed	10.1007/s13349-019-00368-1 doi (DE-627)SPR031424260 (SPR)s13349-019-00368-1-e DE-627 ger DE-627 rakwb eng Laura, Marcheggiani verfasserin aut Static and dynamic testing of highway bridges: a best practice example 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. Structural health monitoring (dpeaa)DE-He213 Bridge (dpeaa)DE-He213 Load testing (dpeaa)DE-He213 Dynamic testing (dpeaa)DE-He213 Operational modal analysis (dpeaa)DE-He213 Experimental modal analysis (dpeaa)DE-He213 Francesco, Clementi aut Antonio, Formisano (orcid)0000-0003-3592-4011 aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 10(2019), 1 vom: 02. Dez., Seite 43-56 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:10 year:2019 number:1 day:02 month:12 pages:43-56 https://dx.doi.org/10.1007/s13349-019-00368-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA 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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 10 2019 1 02 12 43-56
allfieldsGer	10.1007/s13349-019-00368-1 doi (DE-627)SPR031424260 (SPR)s13349-019-00368-1-e DE-627 ger DE-627 rakwb eng Laura, Marcheggiani verfasserin aut Static and dynamic testing of highway bridges: a best practice example 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. Structural health monitoring (dpeaa)DE-He213 Bridge (dpeaa)DE-He213 Load testing (dpeaa)DE-He213 Dynamic testing (dpeaa)DE-He213 Operational modal analysis (dpeaa)DE-He213 Experimental modal analysis (dpeaa)DE-He213 Francesco, Clementi aut Antonio, Formisano (orcid)0000-0003-3592-4011 aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 10(2019), 1 vom: 02. Dez., Seite 43-56 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:10 year:2019 number:1 day:02 month:12 pages:43-56 https://dx.doi.org/10.1007/s13349-019-00368-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA 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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 10 2019 1 02 12 43-56
allfieldsSound	10.1007/s13349-019-00368-1 doi (DE-627)SPR031424260 (SPR)s13349-019-00368-1-e DE-627 ger DE-627 rakwb eng Laura, Marcheggiani verfasserin aut Static and dynamic testing of highway bridges: a best practice example 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag GmbH Germany, part of Springer Nature 2019 Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. Structural health monitoring (dpeaa)DE-He213 Bridge (dpeaa)DE-He213 Load testing (dpeaa)DE-He213 Dynamic testing (dpeaa)DE-He213 Operational modal analysis (dpeaa)DE-He213 Experimental modal analysis (dpeaa)DE-He213 Francesco, Clementi aut Antonio, Formisano (orcid)0000-0003-3592-4011 aut Enthalten in Journal of civil structural health monitoring Berlin : Springer, 2011 10(2019), 1 vom: 02. Dez., Seite 43-56 (DE-627)645092878 (DE-600)2592302-X 2190-5479 nnns volume:10 year:2019 number:1 day:02 month:12 pages:43-56 https://dx.doi.org/10.1007/s13349-019-00368-1 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA 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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 10 2019 1 02 12 43-56
language	English
source	Enthalten in Journal of civil structural health monitoring 10(2019), 1 vom: 02. Dez., Seite 43-56 volume:10 year:2019 number:1 day:02 month:12 pages:43-56
sourceStr	Enthalten in Journal of civil structural health monitoring 10(2019), 1 vom: 02. Dez., Seite 43-56 volume:10 year:2019 number:1 day:02 month:12 pages:43-56
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Structural health monitoring Bridge Load testing Dynamic testing Operational modal analysis Experimental modal analysis
isfreeaccess_bool	false
container_title	Journal of civil structural health monitoring
authorswithroles_txt_mv	Laura, Marcheggiani @@aut@@ Francesco, Clementi @@aut@@ Antonio, Formisano @@aut@@
publishDateDaySort_date	2019-12-02T00:00:00Z
hierarchy_top_id	645092878
id	SPR031424260
language_de	englisch
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author	Laura, Marcheggiani
spellingShingle	Laura, Marcheggiani misc Structural health monitoring misc Bridge misc Load testing misc Dynamic testing misc Operational modal analysis misc Experimental modal analysis Static and dynamic testing of highway bridges: a best practice example
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topic_title	Static and dynamic testing of highway bridges: a best practice example Structural health monitoring (dpeaa)DE-He213 Bridge (dpeaa)DE-He213 Load testing (dpeaa)DE-He213 Dynamic testing (dpeaa)DE-He213 Operational modal analysis (dpeaa)DE-He213 Experimental modal analysis (dpeaa)DE-He213
topic	misc Structural health monitoring misc Bridge misc Load testing misc Dynamic testing misc Operational modal analysis misc Experimental modal analysis
topic_unstemmed	misc Structural health monitoring misc Bridge misc Load testing misc Dynamic testing misc Operational modal analysis misc Experimental modal analysis
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title	Static and dynamic testing of highway bridges: a best practice example
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title_full	Static and dynamic testing of highway bridges: a best practice example
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author_browse	Laura, Marcheggiani Francesco, Clementi Antonio, Formisano
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title_sort	static and dynamic testing of highway bridges: a best practice example
title_auth	Static and dynamic testing of highway bridges: a best practice example
abstract	Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. © Springer-Verlag GmbH Germany, part of Springer Nature 2019
abstractGer	Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. © Springer-Verlag GmbH Germany, part of Springer Nature 2019
abstract_unstemmed	Abstract The load bearing capacity of a viaduct and its structural behaviour under traffic or seismic excitation can be evaluated using well-established modelling methods aided by computing facilities of great capability. However, to ensure reliable results, numerical models used in designing should be calibrated with accurate information on material properties and structural components. The static and dynamic testing procedures applied to a multi-span bridge along a new highway link inaugurated in 2014 in northern Italy are examined as a best practice example. The structural responses and performances are compared with and evaluated in the light of static and dynamic load test results. In particular, Operational Modal Analysis and Experimental Modal Analysis are used and compared to match with the numerical model. The comparison showed that the dynamic load test can supplement the static load test for the structural evaluation of new viaducts; it may also be taken as an alternative for the monitoring of operational viaducts. © Springer-Verlag GmbH Germany, part of Springer Nature 2019
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title_short	Static and dynamic testing of highway bridges: a best practice example
url	https://dx.doi.org/10.1007/s13349-019-00368-1
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author2	Francesco, Clementi Antonio, Formisano
author2Str	Francesco, Clementi Antonio, Formisano
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doi_str	10.1007/s13349-019-00368-1
up_date	2024-07-03T23:39:25.389Z
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