Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests
The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose,...
Gespeichert in:
Veröffentlicht in: | Soil dynamics and earthquake engineering (1984) 2019-05, Vol.120, p.408-422 |
---|---|
Hauptverfasser: | , , , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 422 |
---|---|
container_issue | |
container_start_page | 408 |
container_title | Soil dynamics and earthquake engineering (1984) |
container_volume | 120 |
creator | Gara, Fabrizio Regni, Marco Roia, Davide Carbonari, Sandro Dezi, Francesca |
description | The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose, an 875 m long bridge, located in Central Italy, founded on piles in eluvial-colluvial soil deposit was instrumented and ambient vibration tests together with geophysical investigations were performed. Experimental modal properties were evaluated by means of the operational modal analysis on accelerometric data and the role of soil-structure interaction in the interpretation of tests was detected by means of finite element models characterised by different accuracy in addressing the interaction problem. In the soil-structure interaction models the local site condition in correspondence of each bridge piers (resulting from geotechnical and geophysical investigations) were taken into account in the definition of the soil-foundation impedances. Comparison between the experimental results obtained from ambient noise measurements on the free-field and on the bridge deck permits the identification of both the predominant period of the site and the fundamental periods of the structure. In addition, comparisons between results obtained from the different numerical models with the measured dynamic response of the viaduct, in terms of fundamental frequencies and mode shapes, allow the identification of the contribution of different soil-structure interaction aspects such as the pile-soil-pile interaction, the radiation problem, the pile cap embedment as well as the variability of the soil stratigraphy along the longitudinal direction of the viaduct.
•The role of site response on the dynamic behaviour of long viaducts is pointed out.•The effects of soil-structure interaction on the dynamic response of r.c. viaducts are investigated.•Geophysical investigations are used for a better interpretation of ambient vibration tests of real structures.•Simplified and sophisticated models are used to interpret ambient vibration measurements. |
doi_str_mv | 10.1016/j.soildyn.2019.02.005 |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2207946670</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0267726118310868</els_id><sourcerecordid>2207946670</sourcerecordid><originalsourceid>FETCH-LOGICAL-a360t-a187b88e9b33fbfdd3996ed0858cb24fdebde244326725804536bb86356c020c3</originalsourceid><addsrcrecordid>eNqFkE1rGzEQhkVpoK6TnxAQ9LybkbSr3T2FYtI2YOilhd6EPmZBxpYcSWvIv6-29r0ngWaed3gfQh4ZtAyYfDq0Ofqjew8tBza1wFuA_gPZsHGYGtGxPx_JBrgcmoFL9ol8zvkAwAY2yg0pLxfvMFikcaY2LucjOrrGNbmkxZYlIfWhYNK2-BioDnXsC9KE-RxDXqeVC8WHJS6ZXrx2Fct0TvFE9cl4DKX-mqT_8QVzyffkbtbHjA-3d0t-f3v5tfvR7H9-f9193TdaSCiNrgXMOOJkhJjN7JyYJokOxn60hnezQ-OQd52o3Xg_QtcLacwoRS8tcLBiS75cc88pvi31sjrEJYV6UnEOw9RJOUDd6q9bNsWcE87qnPxJp3fFQK2C1UHdBKtVsAKuquDKPV85rBUuHpPK1q8qnU9oi3LR_yfhL9t4ifM</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2207946670</pqid></control><display><type>article</type><title>Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests</title><source>Elsevier ScienceDirect Journals</source><creator>Gara, Fabrizio ; Regni, Marco ; Roia, Davide ; Carbonari, Sandro ; Dezi, Francesca</creator><creatorcontrib>Gara, Fabrizio ; Regni, Marco ; Roia, Davide ; Carbonari, Sandro ; Dezi, Francesca</creatorcontrib><description>The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose, an 875 m long bridge, located in Central Italy, founded on piles in eluvial-colluvial soil deposit was instrumented and ambient vibration tests together with geophysical investigations were performed. Experimental modal properties were evaluated by means of the operational modal analysis on accelerometric data and the role of soil-structure interaction in the interpretation of tests was detected by means of finite element models characterised by different accuracy in addressing the interaction problem. In the soil-structure interaction models the local site condition in correspondence of each bridge piers (resulting from geotechnical and geophysical investigations) were taken into account in the definition of the soil-foundation impedances. Comparison between the experimental results obtained from ambient noise measurements on the free-field and on the bridge deck permits the identification of both the predominant period of the site and the fundamental periods of the structure. In addition, comparisons between results obtained from the different numerical models with the measured dynamic response of the viaduct, in terms of fundamental frequencies and mode shapes, allow the identification of the contribution of different soil-structure interaction aspects such as the pile-soil-pile interaction, the radiation problem, the pile cap embedment as well as the variability of the soil stratigraphy along the longitudinal direction of the viaduct.
•The role of site response on the dynamic behaviour of long viaducts is pointed out.•The effects of soil-structure interaction on the dynamic response of r.c. viaducts are investigated.•Geophysical investigations are used for a better interpretation of ambient vibration tests of real structures.•Simplified and sophisticated models are used to interpret ambient vibration measurements.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/j.soildyn.2019.02.005</identifier><language>eng</language><publisher>Barking: Elsevier Ltd</publisher><subject>Accelerometers ; Bridge decks ; Bridge piers ; Colluvial soils ; Computer simulation ; Data processing ; Dynamic identification ; Dynamic response ; Finite element method ; Finite element model ; Geophysics ; Interaction models ; Mathematical analysis ; Mathematical models ; Modal analysis ; Model accuracy ; Numerical models ; Numerical simulations ; Operational Modal Analysis ; Piers ; Pile caps ; Radiation ; Reinforced concrete ; Reinforced concrete viaduct ; Resonant frequencies ; Site response ; Soil dynamics ; Soil investigations ; Soil-Structure Interaction ; Stratigraphy ; Viaducts ; Vibration ; Vibration measurement ; Vibration tests</subject><ispartof>Soil dynamics and earthquake engineering (1984), 2019-05, Vol.120, p.408-422</ispartof><rights>2019 Elsevier Ltd</rights><rights>Copyright Elsevier BV May 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a360t-a187b88e9b33fbfdd3996ed0858cb24fdebde244326725804536bb86356c020c3</citedby><cites>FETCH-LOGICAL-a360t-a187b88e9b33fbfdd3996ed0858cb24fdebde244326725804536bb86356c020c3</cites><orcidid>0000-0003-1272-0673 ; 0000-0001-9277-8378</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.soildyn.2019.02.005$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,777,781,3537,27905,27906,45976</link.rule.ids></links><search><creatorcontrib>Gara, Fabrizio</creatorcontrib><creatorcontrib>Regni, Marco</creatorcontrib><creatorcontrib>Roia, Davide</creatorcontrib><creatorcontrib>Carbonari, Sandro</creatorcontrib><creatorcontrib>Dezi, Francesca</creatorcontrib><title>Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests</title><title>Soil dynamics and earthquake engineering (1984)</title><description>The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose, an 875 m long bridge, located in Central Italy, founded on piles in eluvial-colluvial soil deposit was instrumented and ambient vibration tests together with geophysical investigations were performed. Experimental modal properties were evaluated by means of the operational modal analysis on accelerometric data and the role of soil-structure interaction in the interpretation of tests was detected by means of finite element models characterised by different accuracy in addressing the interaction problem. In the soil-structure interaction models the local site condition in correspondence of each bridge piers (resulting from geotechnical and geophysical investigations) were taken into account in the definition of the soil-foundation impedances. Comparison between the experimental results obtained from ambient noise measurements on the free-field and on the bridge deck permits the identification of both the predominant period of the site and the fundamental periods of the structure. In addition, comparisons between results obtained from the different numerical models with the measured dynamic response of the viaduct, in terms of fundamental frequencies and mode shapes, allow the identification of the contribution of different soil-structure interaction aspects such as the pile-soil-pile interaction, the radiation problem, the pile cap embedment as well as the variability of the soil stratigraphy along the longitudinal direction of the viaduct.
•The role of site response on the dynamic behaviour of long viaducts is pointed out.•The effects of soil-structure interaction on the dynamic response of r.c. viaducts are investigated.•Geophysical investigations are used for a better interpretation of ambient vibration tests of real structures.•Simplified and sophisticated models are used to interpret ambient vibration measurements.</description><subject>Accelerometers</subject><subject>Bridge decks</subject><subject>Bridge piers</subject><subject>Colluvial soils</subject><subject>Computer simulation</subject><subject>Data processing</subject><subject>Dynamic identification</subject><subject>Dynamic response</subject><subject>Finite element method</subject><subject>Finite element model</subject><subject>Geophysics</subject><subject>Interaction models</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Modal analysis</subject><subject>Model accuracy</subject><subject>Numerical models</subject><subject>Numerical simulations</subject><subject>Operational Modal Analysis</subject><subject>Piers</subject><subject>Pile caps</subject><subject>Radiation</subject><subject>Reinforced concrete</subject><subject>Reinforced concrete viaduct</subject><subject>Resonant frequencies</subject><subject>Site response</subject><subject>Soil dynamics</subject><subject>Soil investigations</subject><subject>Soil-Structure Interaction</subject><subject>Stratigraphy</subject><subject>Viaducts</subject><subject>Vibration</subject><subject>Vibration measurement</subject><subject>Vibration tests</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkE1rGzEQhkVpoK6TnxAQ9LybkbSr3T2FYtI2YOilhd6EPmZBxpYcSWvIv6-29r0ngWaed3gfQh4ZtAyYfDq0Ofqjew8tBza1wFuA_gPZsHGYGtGxPx_JBrgcmoFL9ol8zvkAwAY2yg0pLxfvMFikcaY2LucjOrrGNbmkxZYlIfWhYNK2-BioDnXsC9KE-RxDXqeVC8WHJS6ZXrx2Fct0TvFE9cl4DKX-mqT_8QVzyffkbtbHjA-3d0t-f3v5tfvR7H9-f9193TdaSCiNrgXMOOJkhJjN7JyYJokOxn60hnezQ-OQd52o3Xg_QtcLacwoRS8tcLBiS75cc88pvi31sjrEJYV6UnEOw9RJOUDd6q9bNsWcE87qnPxJp3fFQK2C1UHdBKtVsAKuquDKPV85rBUuHpPK1q8qnU9oi3LR_yfhL9t4ifM</recordid><startdate>201905</startdate><enddate>201905</enddate><creator>Gara, Fabrizio</creator><creator>Regni, Marco</creator><creator>Roia, Davide</creator><creator>Carbonari, Sandro</creator><creator>Dezi, Francesca</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KL.</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0003-1272-0673</orcidid><orcidid>https://orcid.org/0000-0001-9277-8378</orcidid></search><sort><creationdate>201905</creationdate><title>Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests</title><author>Gara, Fabrizio ; Regni, Marco ; Roia, Davide ; Carbonari, Sandro ; Dezi, Francesca</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a360t-a187b88e9b33fbfdd3996ed0858cb24fdebde244326725804536bb86356c020c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Accelerometers</topic><topic>Bridge decks</topic><topic>Bridge piers</topic><topic>Colluvial soils</topic><topic>Computer simulation</topic><topic>Data processing</topic><topic>Dynamic identification</topic><topic>Dynamic response</topic><topic>Finite element method</topic><topic>Finite element model</topic><topic>Geophysics</topic><topic>Interaction models</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Modal analysis</topic><topic>Model accuracy</topic><topic>Numerical models</topic><topic>Numerical simulations</topic><topic>Operational Modal Analysis</topic><topic>Piers</topic><topic>Pile caps</topic><topic>Radiation</topic><topic>Reinforced concrete</topic><topic>Reinforced concrete viaduct</topic><topic>Resonant frequencies</topic><topic>Site response</topic><topic>Soil dynamics</topic><topic>Soil investigations</topic><topic>Soil-Structure Interaction</topic><topic>Stratigraphy</topic><topic>Viaducts</topic><topic>Vibration</topic><topic>Vibration measurement</topic><topic>Vibration tests</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Gara, Fabrizio</creatorcontrib><creatorcontrib>Regni, Marco</creatorcontrib><creatorcontrib>Roia, Davide</creatorcontrib><creatorcontrib>Carbonari, Sandro</creatorcontrib><creatorcontrib>Dezi, Francesca</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Gara, Fabrizio</au><au>Regni, Marco</au><au>Roia, Davide</au><au>Carbonari, Sandro</au><au>Dezi, Francesca</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>2019-05</date><risdate>2019</risdate><volume>120</volume><spage>408</spage><epage>422</epage><pages>408-422</pages><issn>0267-7261</issn><eissn>1879-341X</eissn><abstract>The scope of this research was to identify the significance of soil-structure interaction and site response on the dynamic behaviour of continuous multispan reinforced concrete viaducts, based on ambient vibration measurements and numerical simulations, using finite element models. For this purpose, an 875 m long bridge, located in Central Italy, founded on piles in eluvial-colluvial soil deposit was instrumented and ambient vibration tests together with geophysical investigations were performed. Experimental modal properties were evaluated by means of the operational modal analysis on accelerometric data and the role of soil-structure interaction in the interpretation of tests was detected by means of finite element models characterised by different accuracy in addressing the interaction problem. In the soil-structure interaction models the local site condition in correspondence of each bridge piers (resulting from geotechnical and geophysical investigations) were taken into account in the definition of the soil-foundation impedances. Comparison between the experimental results obtained from ambient noise measurements on the free-field and on the bridge deck permits the identification of both the predominant period of the site and the fundamental periods of the structure. In addition, comparisons between results obtained from the different numerical models with the measured dynamic response of the viaduct, in terms of fundamental frequencies and mode shapes, allow the identification of the contribution of different soil-structure interaction aspects such as the pile-soil-pile interaction, the radiation problem, the pile cap embedment as well as the variability of the soil stratigraphy along the longitudinal direction of the viaduct.
•The role of site response on the dynamic behaviour of long viaducts is pointed out.•The effects of soil-structure interaction on the dynamic response of r.c. viaducts are investigated.•Geophysical investigations are used for a better interpretation of ambient vibration tests of real structures.•Simplified and sophisticated models are used to interpret ambient vibration measurements.</abstract><cop>Barking</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.soildyn.2019.02.005</doi><tpages>15</tpages><orcidid>https://orcid.org/0000-0003-1272-0673</orcidid><orcidid>https://orcid.org/0000-0001-9277-8378</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0267-7261 |
ispartof | Soil dynamics and earthquake engineering (1984), 2019-05, Vol.120, p.408-422 |
issn | 0267-7261 1879-341X |
language | eng |
recordid | cdi_proquest_journals_2207946670 |
source | Elsevier ScienceDirect Journals |
subjects | Accelerometers Bridge decks Bridge piers Colluvial soils Computer simulation Data processing Dynamic identification Dynamic response Finite element method Finite element model Geophysics Interaction models Mathematical analysis Mathematical models Modal analysis Model accuracy Numerical models Numerical simulations Operational Modal Analysis Piers Pile caps Radiation Reinforced concrete Reinforced concrete viaduct Resonant frequencies Site response Soil dynamics Soil investigations Soil-Structure Interaction Stratigraphy Viaducts Vibration Vibration measurement Vibration tests |
title | Evidence of coupled soil-structure interaction and site response in continuous viaducts from ambient vibration tests |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-19T03%3A03%3A37IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Evidence%20of%20coupled%20soil-structure%20interaction%20and%20site%20response%20in%20continuous%20viaducts%20from%20ambient%20vibration%20tests&rft.jtitle=Soil%20dynamics%20and%20earthquake%20engineering%20(1984)&rft.au=Gara,%20Fabrizio&rft.date=2019-05&rft.volume=120&rft.spage=408&rft.epage=422&rft.pages=408-422&rft.issn=0267-7261&rft.eissn=1879-341X&rft_id=info:doi/10.1016/j.soildyn.2019.02.005&rft_dat=%3Cproquest_cross%3E2207946670%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2207946670&rft_id=info:pmid/&rft_els_id=S0267726118310868&rfr_iscdi=true |