Seismic vulnerability assessment of historical masonry structural systems
•A method for the seismic vulnerability assessment of masonry structures is presented.•Seismic response assessment of monumental structures.•Fragility curves provide benchmarking of the vulnerability of the structures. Masonry structures are complex systems that require a thorough and detailed knowl...
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Veröffentlicht in: | Engineering structures 2014-03, Vol.62-63, p.118-134 |
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creator | Asteris, P.G. Chronopoulos, M.P. Chrysostomou, C.Z. Varum, H. Plevris, V. Kyriakides, N. Silva, V. |
description | •A method for the seismic vulnerability assessment of masonry structures is presented.•Seismic response assessment of monumental structures.•Fragility curves provide benchmarking of the vulnerability of the structures.
Masonry structures are complex systems that require a thorough and detailed knowledge and information regarding their behavior under seismic loading. Appropriate modeling of a masonry structure is a prerequisite for a reliable earthquake resistant design or assessment. However, modeling a real structure to a robust quantitative (mathematical) representation is a very difficult, complex and computationally demanding task. This paper presents a methodology for earthquake resistant design or assessment of masonry structural systems. The entire process is illustrated using case studies from historical masonry structures in the European area. In particular, the applicability of the proposed method is checked via analyses of existing masonry buildings in three countries, namely Greece, Portugal and Cyprus, with different seismicity levels, influencing the risk impacting the masonry structures. Useful conclusions are drawn regarding the effectiveness of the intervention techniques used for the reduction of the vulnerability of the case-study structures, through the comparison of the results obtained. |
doi_str_mv | 10.1016/j.engstruct.2014.01.031 |
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Masonry structures are complex systems that require a thorough and detailed knowledge and information regarding their behavior under seismic loading. Appropriate modeling of a masonry structure is a prerequisite for a reliable earthquake resistant design or assessment. However, modeling a real structure to a robust quantitative (mathematical) representation is a very difficult, complex and computationally demanding task. This paper presents a methodology for earthquake resistant design or assessment of masonry structural systems. The entire process is illustrated using case studies from historical masonry structures in the European area. In particular, the applicability of the proposed method is checked via analyses of existing masonry buildings in three countries, namely Greece, Portugal and Cyprus, with different seismicity levels, influencing the risk impacting the masonry structures. Useful conclusions are drawn regarding the effectiveness of the intervention techniques used for the reduction of the vulnerability of the case-study structures, through the comparison of the results obtained.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2014.01.031</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Assessments ; Building structure ; Buildings. Public works ; Complex systems ; Construction (buildings and works) ; Design engineering ; Durability. Pathology. Repairing. Maintenance ; Earthquake design ; Earthquake engineering ; Exact sciences and technology ; Fragility curves ; Geotechnics ; Historical structures ; Masonry ; Masonry structure ; Mathematical models ; Repair (reinforcement, strenthening) ; Retrofitting ; Seismic phenomena ; Stresses. Safety ; Structural analysis. Stresses ; Structural assessment ; Structural modeling ; Structure-soil interaction</subject><ispartof>Engineering structures, 2014-03, Vol.62-63, p.118-134</ispartof><rights>2014 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c378t-f2052da9828f0321a474c22eaca98454499e6df525ca70f99fc672984f5ce6443</citedby><cites>FETCH-LOGICAL-c378t-f2052da9828f0321a474c22eaca98454499e6df525ca70f99fc672984f5ce6443</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029614000455$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27903,27904,65309</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28305751$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Asteris, P.G.</creatorcontrib><creatorcontrib>Chronopoulos, M.P.</creatorcontrib><creatorcontrib>Chrysostomou, C.Z.</creatorcontrib><creatorcontrib>Varum, H.</creatorcontrib><creatorcontrib>Plevris, V.</creatorcontrib><creatorcontrib>Kyriakides, N.</creatorcontrib><creatorcontrib>Silva, V.</creatorcontrib><title>Seismic vulnerability assessment of historical masonry structural systems</title><title>Engineering structures</title><description>•A method for the seismic vulnerability assessment of masonry structures is presented.•Seismic response assessment of monumental structures.•Fragility curves provide benchmarking of the vulnerability of the structures.
Masonry structures are complex systems that require a thorough and detailed knowledge and information regarding their behavior under seismic loading. Appropriate modeling of a masonry structure is a prerequisite for a reliable earthquake resistant design or assessment. However, modeling a real structure to a robust quantitative (mathematical) representation is a very difficult, complex and computationally demanding task. This paper presents a methodology for earthquake resistant design or assessment of masonry structural systems. The entire process is illustrated using case studies from historical masonry structures in the European area. In particular, the applicability of the proposed method is checked via analyses of existing masonry buildings in three countries, namely Greece, Portugal and Cyprus, with different seismicity levels, influencing the risk impacting the masonry structures. Useful conclusions are drawn regarding the effectiveness of the intervention techniques used for the reduction of the vulnerability of the case-study structures, through the comparison of the results obtained.</description><subject>Applied sciences</subject><subject>Assessments</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Complex systems</subject><subject>Construction (buildings and works)</subject><subject>Design engineering</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>Earthquake design</subject><subject>Earthquake engineering</subject><subject>Exact sciences and technology</subject><subject>Fragility curves</subject><subject>Geotechnics</subject><subject>Historical structures</subject><subject>Masonry</subject><subject>Masonry structure</subject><subject>Mathematical models</subject><subject>Repair (reinforcement, strenthening)</subject><subject>Retrofitting</subject><subject>Seismic phenomena</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structural assessment</subject><subject>Structural modeling</subject><subject>Structure-soil interaction</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqFUMtKw0AUHUTBWv0GsxHcJM4rmWRZii8ouFDXwzi5o1PyqHOTQv7eKSndurpw7nlwDiG3jGaMsuJhm0H3jUMY7ZBxymRGWUYFOyMLViqRKsHFOVnEB0spr4pLcoW4pZTysqQL8voOHltvk_3YdBDMl2_8MCUGERBb6Iakd8mPx6EP3pomaQ32XZiSOXAMEcIJB2jxmlw40yDcHO-SfD49fqxf0s3b8-t6tUmtUOWQOk5zXpuq5KWjgjMjlbScg7ERk7mUVQVF7XKeW6OoqypnC8Xjy-UWCinFktzPvrvQ_46Ag249Wmga00E_omaFYnlZcSkiVc1UG3rEAE7vgm9NmDSj-jCe3urTePownqZMx_Gi8u4YYjDWdsF01uNJzktBc5UfeKuZB7Hx3kPQaD10FmofIHrWvf836w8utIsC</recordid><startdate>20140315</startdate><enddate>20140315</enddate><creator>Asteris, P.G.</creator><creator>Chronopoulos, M.P.</creator><creator>Chrysostomou, C.Z.</creator><creator>Varum, H.</creator><creator>Plevris, V.</creator><creator>Kyriakides, N.</creator><creator>Silva, V.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20140315</creationdate><title>Seismic vulnerability assessment of historical masonry structural systems</title><author>Asteris, P.G. ; Chronopoulos, M.P. ; Chrysostomou, C.Z. ; Varum, H. ; Plevris, V. ; Kyriakides, N. ; Silva, V.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c378t-f2052da9828f0321a474c22eaca98454499e6df525ca70f99fc672984f5ce6443</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Applied sciences</topic><topic>Assessments</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Complex systems</topic><topic>Construction (buildings and works)</topic><topic>Design engineering</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>Earthquake design</topic><topic>Earthquake engineering</topic><topic>Exact sciences and technology</topic><topic>Fragility curves</topic><topic>Geotechnics</topic><topic>Historical structures</topic><topic>Masonry</topic><topic>Masonry structure</topic><topic>Mathematical models</topic><topic>Repair (reinforcement, strenthening)</topic><topic>Retrofitting</topic><topic>Seismic phenomena</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structural assessment</topic><topic>Structural modeling</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Asteris, P.G.</creatorcontrib><creatorcontrib>Chronopoulos, M.P.</creatorcontrib><creatorcontrib>Chrysostomou, C.Z.</creatorcontrib><creatorcontrib>Varum, H.</creatorcontrib><creatorcontrib>Plevris, V.</creatorcontrib><creatorcontrib>Kyriakides, N.</creatorcontrib><creatorcontrib>Silva, V.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Asteris, P.G.</au><au>Chronopoulos, M.P.</au><au>Chrysostomou, C.Z.</au><au>Varum, H.</au><au>Plevris, V.</au><au>Kyriakides, N.</au><au>Silva, V.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seismic vulnerability assessment of historical masonry structural systems</atitle><jtitle>Engineering structures</jtitle><date>2014-03-15</date><risdate>2014</risdate><volume>62-63</volume><spage>118</spage><epage>134</epage><pages>118-134</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>•A method for the seismic vulnerability assessment of masonry structures is presented.•Seismic response assessment of monumental structures.•Fragility curves provide benchmarking of the vulnerability of the structures.
Masonry structures are complex systems that require a thorough and detailed knowledge and information regarding their behavior under seismic loading. Appropriate modeling of a masonry structure is a prerequisite for a reliable earthquake resistant design or assessment. However, modeling a real structure to a robust quantitative (mathematical) representation is a very difficult, complex and computationally demanding task. This paper presents a methodology for earthquake resistant design or assessment of masonry structural systems. The entire process is illustrated using case studies from historical masonry structures in the European area. In particular, the applicability of the proposed method is checked via analyses of existing masonry buildings in three countries, namely Greece, Portugal and Cyprus, with different seismicity levels, influencing the risk impacting the masonry structures. Useful conclusions are drawn regarding the effectiveness of the intervention techniques used for the reduction of the vulnerability of the case-study structures, through the comparison of the results obtained.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2014.01.031</doi><tpages>17</tpages></addata></record> |
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subjects | Applied sciences Assessments Building structure Buildings. Public works Complex systems Construction (buildings and works) Design engineering Durability. Pathology. Repairing. Maintenance Earthquake design Earthquake engineering Exact sciences and technology Fragility curves Geotechnics Historical structures Masonry Masonry structure Mathematical models Repair (reinforcement, strenthening) Retrofitting Seismic phenomena Stresses. Safety Structural analysis. Stresses Structural assessment Structural modeling Structure-soil interaction |
title | Seismic vulnerability assessment of historical masonry structural systems |
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