Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings
SUMMARY The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of dama...
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| Veröffentlicht in: | The structural design of tall and special buildings 2014-06, Vol.23 (8), p.619-640 |
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| container_title | The structural design of tall and special buildings |
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| creator | Moslemi, Mehdi Chizari, Hossein Moghadam, Abdolreza Sarvghad |
| description | SUMMARY
The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of damaged structure are used to modify their methodologies. The applications of the procedures in estimating displacement, interstory drift index and plastic hinge rotation responses of asymmetric buildings are investigated for three 5‐story reinforced concrete moment‐resisting frame‐building models. The results show considerable improvement in estimating the responses of those asymmetric buildings. Copyright © 2013 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/tal.1070 |
| format | Article |
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The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of damaged structure are used to modify their methodologies. The applications of the procedures in estimating displacement, interstory drift index and plastic hinge rotation responses of asymmetric buildings are investigated for three 5‐story reinforced concrete moment‐resisting frame‐building models. The results show considerable improvement in estimating the responses of those asymmetric buildings. Copyright © 2013 John Wiley & Sons, Ltd.</description><identifier>ISSN: 1541-7794</identifier><identifier>EISSN: 1541-7808</identifier><identifier>DOI: 10.1002/tal.1070</identifier><language>eng</language><publisher>Oxford: Blackwell Publishing Ltd</publisher><subject>asymmetric buildings ; damaged structure ; modal characteristics ; MPA ; nonlinear static procedures ; YPS</subject><ispartof>The structural design of tall and special buildings, 2014-06, Vol.23 (8), p.619-640</ispartof><rights>Copyright © 2013 John Wiley & Sons, Ltd.</rights><rights>Copyright © 2014 John Wiley & Sons, Ltd.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2920-aceae8728c612da2f6f541d1a6147081009577a7d7fa9c07d96f7dbe0f69221c3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Ftal.1070$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Ftal.1070$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1417,27924,27925,45574,45575</link.rule.ids></links><search><creatorcontrib>Moslemi, Mehdi</creatorcontrib><creatorcontrib>Chizari, Hossein</creatorcontrib><creatorcontrib>Moghadam, Abdolreza Sarvghad</creatorcontrib><title>Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings</title><title>The structural design of tall and special buildings</title><addtitle>Struct. Design Tall Spec. Build</addtitle><description>SUMMARY
The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of damaged structure are used to modify their methodologies. The applications of the procedures in estimating displacement, interstory drift index and plastic hinge rotation responses of asymmetric buildings are investigated for three 5‐story reinforced concrete moment‐resisting frame‐building models. The results show considerable improvement in estimating the responses of those asymmetric buildings. Copyright © 2013 John Wiley & Sons, Ltd.</description><subject>asymmetric buildings</subject><subject>damaged structure</subject><subject>modal characteristics</subject><subject>MPA</subject><subject>nonlinear static procedures</subject><subject>YPS</subject><issn>1541-7794</issn><issn>1541-7808</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNp1kE1Lw0AQhoMoWKvgT1jw4iW6mzSZ7LEUrUL9roqnZdyPsppsdDdB--_dUhU8eJqBeWbeed8k2Wf0iFGaHXdYxwboRjJgxYilUNFq86cHPtpOdkJ4oZRxWuSD5GPSumCV9tYtiFo6bKwkb-ix0Z32gbSGKGxwoRUJne9l13tNrCMX12OCTpGn6zviWldbp9FHBLvVvm-lVpEMxLSeYFg28ZyPk-fe1ipKhd1ky2Ad9N53HSb3pyfzyVk6u5qeT8azVGY8oylKjbqCrJIlyxRmpjTRiGJYshHQKjrmBQCCAoNcUlC8NKCeNTUlzzIm82FysL4bf3rvdejES9t7FyUFKyGvCuAAkTpcU9K3IXhtxJu3DfqlYFSsYhUxVrGKNaLpGv2wtV7-y4n5ePaXt6HTn788-lcR9aEQj5dTkc9v5rcPBReQfwEGuIly</recordid><startdate>20140610</startdate><enddate>20140610</enddate><creator>Moslemi, Mehdi</creator><creator>Chizari, Hossein</creator><creator>Moghadam, Abdolreza Sarvghad</creator><general>Blackwell Publishing Ltd</general><general>Wiley Subscription Services, Inc</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope><scope>SOI</scope></search><sort><creationdate>20140610</creationdate><title>Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings</title><author>Moslemi, Mehdi ; Chizari, Hossein ; Moghadam, Abdolreza Sarvghad</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2920-aceae8728c612da2f6f541d1a6147081009577a7d7fa9c07d96f7dbe0f69221c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>asymmetric buildings</topic><topic>damaged structure</topic><topic>modal characteristics</topic><topic>MPA</topic><topic>nonlinear static procedures</topic><topic>YPS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Moslemi, Mehdi</creatorcontrib><creatorcontrib>Chizari, Hossein</creatorcontrib><creatorcontrib>Moghadam, Abdolreza Sarvghad</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>The structural design of tall and special buildings</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Moslemi, Mehdi</au><au>Chizari, Hossein</au><au>Moghadam, Abdolreza Sarvghad</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings</atitle><jtitle>The structural design of tall and special buildings</jtitle><addtitle>Struct. Design Tall Spec. Build</addtitle><date>2014-06-10</date><risdate>2014</risdate><volume>23</volume><issue>8</issue><spage>619</spage><epage>640</epage><pages>619-640</pages><issn>1541-7794</issn><eissn>1541-7808</eissn><abstract>SUMMARY
The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of damaged structure are used to modify their methodologies. The applications of the procedures in estimating displacement, interstory drift index and plastic hinge rotation responses of asymmetric buildings are investigated for three 5‐story reinforced concrete moment‐resisting frame‐building models. The results show considerable improvement in estimating the responses of those asymmetric buildings. Copyright © 2013 John Wiley & Sons, Ltd.</abstract><cop>Oxford</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1002/tal.1070</doi><tpages>22</tpages></addata></record> |
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| ispartof | The structural design of tall and special buildings, 2014-06, Vol.23 (8), p.619-640 |
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| subjects | asymmetric buildings damaged structure modal characteristics MPA nonlinear static procedures YPS |
| title | Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings |
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