An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings
•This analysis is based on a multimodal adaptive approach.•The proposed analysis includes a direct evaluation of the displacement demand.•An overdamping correction is proposed to consider the structural energy dissipation.•A new damping law is calibrated for RC-frames considering the effect of infil...
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Veröffentlicht in: | Engineering structures 2021-02, Vol.229, p.111622, Article 111622 |
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creator | Barbagallo, Francesca Bosco, Melina Ghersi, Aurelio Marino, Edoardo M. |
description | •This analysis is based on a multimodal adaptive approach.•The proposed analysis includes a direct evaluation of the displacement demand.•An overdamping correction is proposed to consider the structural energy dissipation.•A new damping law is calibrated for RC-frames considering the effect of infills.•The efficacy of the proposed analysis and other literature approaches are examined.
In the world, many existing buildings with RC framed structure are extremely vulnerable, as they were designed to sustain gravity loads only, or to resist seismic actions lower than those expected today. Since a complete renewal of the existing building heritage is not possible, the seismic assessment of existing structures has gained importance in recent years to identify the structural deficiencies and design the most appropriate retrofit interventions. This paper proposes a multimodal adaptive nonlinear static method of analysis named overDamped Displacement Adaptive Procedure (D-DAP). This method has been developed from the combination of the approaches adopted by Pinho et al. and Lenza et al. In addition, the D-DAP explicitly considers the increase of the energy dissipation due the cumulated damage in the structure by updating the value of equivalent viscous damping ratio according to a new damping law properly calibrated for RC frames with and without infill panels. |
doi_str_mv | 10.1016/j.engstruct.2020.111622 |
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In the world, many existing buildings with RC framed structure are extremely vulnerable, as they were designed to sustain gravity loads only, or to resist seismic actions lower than those expected today. Since a complete renewal of the existing building heritage is not possible, the seismic assessment of existing structures has gained importance in recent years to identify the structural deficiencies and design the most appropriate retrofit interventions. This paper proposes a multimodal adaptive nonlinear static method of analysis named overDamped Displacement Adaptive Procedure (D-DAP). This method has been developed from the combination of the approaches adopted by Pinho et al. and Lenza et al. In addition, the D-DAP explicitly considers the increase of the energy dissipation due the cumulated damage in the structure by updating the value of equivalent viscous damping ratio according to a new damping law properly calibrated for RC frames with and without infill panels.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2020.111622</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Buildings ; Damping ratio ; Earthquake damage ; Energy dissipation ; Equivalent viscous damping ; Frame structures ; Nonlinear analysis ; Pushover analysis ; RC frames ; Redevelopment ; Retrofitting ; Seismic activity ; Seismic upgrading ; Structural damage ; Vertical loads ; Viscous damping</subject><ispartof>Engineering structures, 2021-02, Vol.229, p.111622, Article 111622</ispartof><rights>2020 Elsevier Ltd</rights><rights>Copyright Elsevier BV Feb 15, 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-f535f0466094e2c364e15d21ff09ad6dcd07ad0947b84f0551246c9e80506a323</citedby><cites>FETCH-LOGICAL-c343t-f535f0466094e2c364e15d21ff09ad6dcd07ad0947b84f0551246c9e80506a323</cites><orcidid>0000-0002-6901-6612 ; 0000-0001-5760-1681 ; 0000-0001-6127-1507</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029620342231$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Barbagallo, Francesca</creatorcontrib><creatorcontrib>Bosco, Melina</creatorcontrib><creatorcontrib>Ghersi, Aurelio</creatorcontrib><creatorcontrib>Marino, Edoardo M.</creatorcontrib><title>An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings</title><title>Engineering structures</title><description>•This analysis is based on a multimodal adaptive approach.•The proposed analysis includes a direct evaluation of the displacement demand.•An overdamping correction is proposed to consider the structural energy dissipation.•A new damping law is calibrated for RC-frames considering the effect of infills.•The efficacy of the proposed analysis and other literature approaches are examined.
In the world, many existing buildings with RC framed structure are extremely vulnerable, as they were designed to sustain gravity loads only, or to resist seismic actions lower than those expected today. Since a complete renewal of the existing building heritage is not possible, the seismic assessment of existing structures has gained importance in recent years to identify the structural deficiencies and design the most appropriate retrofit interventions. This paper proposes a multimodal adaptive nonlinear static method of analysis named overDamped Displacement Adaptive Procedure (D-DAP). This method has been developed from the combination of the approaches adopted by Pinho et al. and Lenza et al. In addition, the D-DAP explicitly considers the increase of the energy dissipation due the cumulated damage in the structure by updating the value of equivalent viscous damping ratio according to a new damping law properly calibrated for RC frames with and without infill panels.</description><subject>Buildings</subject><subject>Damping ratio</subject><subject>Earthquake damage</subject><subject>Energy dissipation</subject><subject>Equivalent viscous damping</subject><subject>Frame structures</subject><subject>Nonlinear analysis</subject><subject>Pushover analysis</subject><subject>RC frames</subject><subject>Redevelopment</subject><subject>Retrofitting</subject><subject>Seismic activity</subject><subject>Seismic upgrading</subject><subject>Structural damage</subject><subject>Vertical loads</subject><subject>Viscous damping</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqFUMFqGzEUFCWBOEm_IYKe15W0Wu36aEyTFAKFkpyFIj0VGa3k6mkN-fvIOOSa04N5M8PMEHLH2Zozrn7u15D-YS2LrWvBREM5V0J8Iys-jX039qK_ICvGJe-Y2Kgrco24Z4yJaWIrEreJ5iOUzpn5AI7OS6xhzs5Eapw51HAEmnKKIYEpFKupwVKTTHzDgNTnhkHA-QQiAuIMqdLsaUg-xNgM_-7o6xKiCy3kLbn0JiJ8_7g35OX-1_PusXv68_B7t33qbC_72vmhHzyTSrGNBGF7JYEPTnDv2cY45axjo3HtOb5O0rNh4EIqu4GJDUyZ1veG_Dj7Hkr-vwBWvc9LaaFRCzlNYuCDko01nlm2ZMQCXh9KmE1505zp07R6rz-n1adp9XnaptyeldBKHAMUjTZAsuBCgcZ1OXzp8Q7KvIeF</recordid><startdate>20210215</startdate><enddate>20210215</enddate><creator>Barbagallo, Francesca</creator><creator>Bosco, Melina</creator><creator>Ghersi, Aurelio</creator><creator>Marino, Edoardo M.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-6901-6612</orcidid><orcidid>https://orcid.org/0000-0001-5760-1681</orcidid><orcidid>https://orcid.org/0000-0001-6127-1507</orcidid></search><sort><creationdate>20210215</creationdate><title>An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings</title><author>Barbagallo, Francesca ; Bosco, Melina ; Ghersi, Aurelio ; Marino, Edoardo M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-f535f0466094e2c364e15d21ff09ad6dcd07ad0947b84f0551246c9e80506a323</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Buildings</topic><topic>Damping ratio</topic><topic>Earthquake damage</topic><topic>Energy dissipation</topic><topic>Equivalent viscous damping</topic><topic>Frame structures</topic><topic>Nonlinear analysis</topic><topic>Pushover analysis</topic><topic>RC frames</topic><topic>Redevelopment</topic><topic>Retrofitting</topic><topic>Seismic activity</topic><topic>Seismic upgrading</topic><topic>Structural damage</topic><topic>Vertical loads</topic><topic>Viscous damping</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Barbagallo, Francesca</creatorcontrib><creatorcontrib>Bosco, Melina</creatorcontrib><creatorcontrib>Ghersi, Aurelio</creatorcontrib><creatorcontrib>Marino, Edoardo M.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Barbagallo, Francesca</au><au>Bosco, Melina</au><au>Ghersi, Aurelio</au><au>Marino, Edoardo M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings</atitle><jtitle>Engineering structures</jtitle><date>2021-02-15</date><risdate>2021</risdate><volume>229</volume><spage>111622</spage><pages>111622-</pages><artnum>111622</artnum><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•This analysis is based on a multimodal adaptive approach.•The proposed analysis includes a direct evaluation of the displacement demand.•An overdamping correction is proposed to consider the structural energy dissipation.•A new damping law is calibrated for RC-frames considering the effect of infills.•The efficacy of the proposed analysis and other literature approaches are examined.
In the world, many existing buildings with RC framed structure are extremely vulnerable, as they were designed to sustain gravity loads only, or to resist seismic actions lower than those expected today. Since a complete renewal of the existing building heritage is not possible, the seismic assessment of existing structures has gained importance in recent years to identify the structural deficiencies and design the most appropriate retrofit interventions. This paper proposes a multimodal adaptive nonlinear static method of analysis named overDamped Displacement Adaptive Procedure (D-DAP). This method has been developed from the combination of the approaches adopted by Pinho et al. and Lenza et al. In addition, the D-DAP explicitly considers the increase of the energy dissipation due the cumulated damage in the structure by updating the value of equivalent viscous damping ratio according to a new damping law properly calibrated for RC frames with and without infill panels.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2020.111622</doi><orcidid>https://orcid.org/0000-0002-6901-6612</orcidid><orcidid>https://orcid.org/0000-0001-5760-1681</orcidid><orcidid>https://orcid.org/0000-0001-6127-1507</orcidid></addata></record> |
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subjects | Buildings Damping ratio Earthquake damage Energy dissipation Equivalent viscous damping Frame structures Nonlinear analysis Pushover analysis RC frames Redevelopment Retrofitting Seismic activity Seismic upgrading Structural damage Vertical loads Viscous damping |
title | An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings |
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