Seismic behavior of an Italian Renaissance Sanctuary: Damage assessment by numerical modelling
The paper deals with modelling and analysis of architectural heritage through the discussion of an illustrative case study: the Medieval Sanctuary of Sant’Agostino (Offida, Italy). Using the finite element technique, a 3D numerical model of the sanctuary is built, and then used to identify the main...
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| creator | Clementi, Francesco Nespeca, Andrea Lenci, Stefano |
| description | The paper deals with modelling and analysis of architectural heritage through the discussion of an illustrative case study: the Medieval Sanctuary of Sant’Agostino (Offida, Italy). Using the finite element technique, a 3D numerical model of the sanctuary is built, and then used to identify the main sources of the damages. The work shows that advanced numerical analyses could offer significant information for the understanding of the causes of existing damage and, more generally, on the seismic vulnerability. |
| doi_str_mv | 10.1063/1.4968722 |
| format | Conference Proceeding |
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Using the finite element technique, a 3D numerical model of the sanctuary is built, and then used to identify the main sources of the damages. The work shows that advanced numerical analyses could offer significant information for the understanding of the causes of existing damage and, more generally, on the seismic vulnerability.</description><subject>Damage assessment</subject><subject>Earthquake damage</subject><subject>Finite element method</subject><subject>Mathematical models</subject><subject>Seismic engineering</subject><subject>Seismic hazard</subject><subject>Seismic response</subject><subject>Three dimensional models</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2016</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNp9kF1LwzAYhYMoWKcX_oOAd0JnPpqm8U7m12AgOAWvDG_TZGa06Wzawf69lQ288-YcDjy8L-cgdEnJlJKc39BppvJCMnaEEioETWVO82OUEKKylGX84xSdxbgmhCkpiwR9Lq2PjTe4tF-w9W2HW4ch4HkPtR_91QbwMUIwFi9H7Qfodrf4HhpYWQwx2hgbG3pc7nAYGtt5AzVu2srWtQ-rc3TioI724uAT9P748DZ7ThcvT_PZ3SI1TPE-tZmRQBwrhZBVaaQijmZG5UKCMEVVcJGrMREOljhXCbBAKGOcVEqCyySfoKv93U3Xfg829nrdDl0YX2pGGRVs7JuP1PWeisb30Ps26E3nm7GRpkT_7qepPuz3H7xtuz9QbyrHfwAp8nFX</recordid><startdate>20161206</startdate><enddate>20161206</enddate><creator>Clementi, Francesco</creator><creator>Nespeca, Andrea</creator><creator>Lenci, Stefano</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20161206</creationdate><title>Seismic behavior of an Italian Renaissance Sanctuary: Damage assessment by numerical modelling</title><author>Clementi, Francesco ; Nespeca, Andrea ; Lenci, Stefano</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c293t-e4c7a0f2b557dbc790f14c9657a5c8d8356996503ae0ffd5aea012230d97af473</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Damage assessment</topic><topic>Earthquake damage</topic><topic>Finite element method</topic><topic>Mathematical models</topic><topic>Seismic engineering</topic><topic>Seismic hazard</topic><topic>Seismic response</topic><topic>Three dimensional models</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Clementi, Francesco</creatorcontrib><creatorcontrib>Nespeca, Andrea</creatorcontrib><creatorcontrib>Lenci, Stefano</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Clementi, Francesco</au><au>Nespeca, Andrea</au><au>Lenci, Stefano</au><au>Simos, Theodore E.</au><au>Kalogiratou, Zacharoula</au><au>Monovasilis, Theodore</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Seismic behavior of an Italian Renaissance Sanctuary: Damage assessment by numerical modelling</atitle><btitle>AIP conference proceedings</btitle><date>2016-12-06</date><risdate>2016</risdate><volume>1790</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>The paper deals with modelling and analysis of architectural heritage through the discussion of an illustrative case study: the Medieval Sanctuary of Sant’Agostino (Offida, Italy). Using the finite element technique, a 3D numerical model of the sanctuary is built, and then used to identify the main sources of the damages. The work shows that advanced numerical analyses could offer significant information for the understanding of the causes of existing damage and, more generally, on the seismic vulnerability.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/1.4968722</doi><tpages>4</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2016, Vol.1790 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_scitation_primary_10_1063_1_4968722 |
| source | AIP Journals Complete |
| subjects | Damage assessment Earthquake damage Finite element method Mathematical models Seismic engineering Seismic hazard Seismic response Three dimensional models |
| title | Seismic behavior of an Italian Renaissance Sanctuary: Damage assessment by numerical modelling |
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