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Energy-based seismic retrofit and design of building frames with passive dampers
[Display omitted] This paper aims to present retrofit and design methodologies for building frames using target energy as design criteria for passive dampers. Initially, a damper design methodology based on the energy balance concept is discussed and applied to retrofit buildings: under-designed, re...
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Published in: | Engineering structures 2022-01, Vol.250, p.113412, Article 113412 |
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This paper aims to present retrofit and design methodologies for building frames using target energy as design criteria for passive dampers. Initially, a damper design methodology based on the energy balance concept is discussed and applied to retrofit buildings: under-designed, requiring seismic up-gradation. Furthermore, a methodology is presented for the seismic design of a new building with passive dampers. The proposed methods were applied to reinforced concrete (RC) frames with and without vertical irregularities. The design of these frames with dampers is verified using nonlinear time history analysis considering spectrum compatible near-field and far-field recorded ground accelerograms. The damping constants obtained from the proposed methodology are compared to those calculated using the FEMA 356 method. The response results indicate that the proposed methodologies effectively enhance the RC frame seismic performance for a given seismic hazard level. The proposed methods find their application to the design offices where damper design can be carried out using design spreadsheets developed while avoiding iterations in determining damping constants. |
doi_str_mv | 10.1016/j.engstruct.2021.113412 |
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This paper aims to present retrofit and design methodologies for building frames using target energy as design criteria for passive dampers. Initially, a damper design methodology based on the energy balance concept is discussed and applied to retrofit buildings: under-designed, requiring seismic up-gradation. Furthermore, a methodology is presented for the seismic design of a new building with passive dampers. The proposed methods were applied to reinforced concrete (RC) frames with and without vertical irregularities. The design of these frames with dampers is verified using nonlinear time history analysis considering spectrum compatible near-field and far-field recorded ground accelerograms. The damping constants obtained from the proposed methodology are compared to those calculated using the FEMA 356 method. The response results indicate that the proposed methodologies effectively enhance the RC frame seismic performance for a given seismic hazard level. The proposed methods find their application to the design offices where damper design can be carried out using design spreadsheets developed while avoiding iterations in determining damping constants.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2021.113412</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Building frames ; Damping ; Design ; Design criteria ; Earthquake accelerograms ; Earthquake dampers ; Energy balance ; Energy methods ; Far fields ; Frame design ; Geological hazards ; Nonlinear analysis ; Passive dampers ; Performance-based design ; Reinforced concrete ; Retrofitting ; Seismic activity ; Seismic design ; Seismic engineering ; Seismic hazard ; Seismic response ; Seismic retrofit ; Spreadsheets ; Vertical Irregularities</subject><ispartof>Engineering structures, 2022-01, Vol.250, p.113412, Article 113412</ispartof><rights>2021 Elsevier Ltd</rights><rights>Copyright Elsevier BV Jan 1, 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-c6b0441e9226d62cffa3f911e08ac2701ecb3c4956f545c5397279d3a9224e9a3</citedby><cites>FETCH-LOGICAL-c343t-c6b0441e9226d62cffa3f911e08ac2701ecb3c4956f545c5397279d3a9224e9a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Hareen, CH.B.V.</creatorcontrib><creatorcontrib>Mohan, S.C.</creatorcontrib><title>Energy-based seismic retrofit and design of building frames with passive dampers</title><title>Engineering structures</title><description>[Display omitted]
This paper aims to present retrofit and design methodologies for building frames using target energy as design criteria for passive dampers. Initially, a damper design methodology based on the energy balance concept is discussed and applied to retrofit buildings: under-designed, requiring seismic up-gradation. Furthermore, a methodology is presented for the seismic design of a new building with passive dampers. The proposed methods were applied to reinforced concrete (RC) frames with and without vertical irregularities. The design of these frames with dampers is verified using nonlinear time history analysis considering spectrum compatible near-field and far-field recorded ground accelerograms. The damping constants obtained from the proposed methodology are compared to those calculated using the FEMA 356 method. The response results indicate that the proposed methodologies effectively enhance the RC frame seismic performance for a given seismic hazard level. The proposed methods find their application to the design offices where damper design can be carried out using design spreadsheets developed while avoiding iterations in determining damping constants.</description><subject>Building frames</subject><subject>Damping</subject><subject>Design</subject><subject>Design criteria</subject><subject>Earthquake accelerograms</subject><subject>Earthquake dampers</subject><subject>Energy balance</subject><subject>Energy methods</subject><subject>Far fields</subject><subject>Frame design</subject><subject>Geological hazards</subject><subject>Nonlinear analysis</subject><subject>Passive dampers</subject><subject>Performance-based design</subject><subject>Reinforced concrete</subject><subject>Retrofitting</subject><subject>Seismic activity</subject><subject>Seismic design</subject><subject>Seismic engineering</subject><subject>Seismic hazard</subject><subject>Seismic response</subject><subject>Seismic retrofit</subject><subject>Spreadsheets</subject><subject>Vertical Irregularities</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNqFkMtOwzAQRS0EEuXxDVhineCxHSdZVlV5SJVgAWvLscfBUZsUOy3q35OqiC2r2Zx7r-YQcgcsBwbqocuxb9MYd3bMOeOQAwgJ_IzMoCpFVgouzsmMgYSM8VpdkquUOsYYryo2I2_LHmN7yBqT0NGEIW2CpRHHOPgwUtM76jCFtqeDp80urF3oW-qj2WCi32H8pFuTUtgjdWazxZhuyIU364S3v_eafDwu3xfP2er16WUxX2VWSDFmVjVMSsCac-UUt94b4WsAZJWxvGSAthFW1oXyhSxsIeqSl7UTZgpIrI24Jven3m0cvnaYRt0Nu9hPk5orqEBJBWKiyhNl45BSRK-3MWxMPGhg-qhPd_pPnz7q0yd9U3J-SuL0xD5g1MkG7C26EHFi3RD-7fgBLe59Jw</recordid><startdate>20220101</startdate><enddate>20220101</enddate><creator>Hareen, CH.B.V.</creator><creator>Mohan, S.C.</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></search><sort><creationdate>20220101</creationdate><title>Energy-based seismic retrofit and design of building frames with passive dampers</title><author>Hareen, CH.B.V. ; Mohan, S.C.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-c6b0441e9226d62cffa3f911e08ac2701ecb3c4956f545c5397279d3a9224e9a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Building frames</topic><topic>Damping</topic><topic>Design</topic><topic>Design criteria</topic><topic>Earthquake accelerograms</topic><topic>Earthquake dampers</topic><topic>Energy balance</topic><topic>Energy methods</topic><topic>Far fields</topic><topic>Frame design</topic><topic>Geological hazards</topic><topic>Nonlinear analysis</topic><topic>Passive dampers</topic><topic>Performance-based design</topic><topic>Reinforced concrete</topic><topic>Retrofitting</topic><topic>Seismic activity</topic><topic>Seismic design</topic><topic>Seismic engineering</topic><topic>Seismic hazard</topic><topic>Seismic response</topic><topic>Seismic retrofit</topic><topic>Spreadsheets</topic><topic>Vertical Irregularities</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hareen, CH.B.V.</creatorcontrib><creatorcontrib>Mohan, S.C.</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>Hareen, CH.B.V.</au><au>Mohan, S.C.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Energy-based seismic retrofit and design of building frames with passive dampers</atitle><jtitle>Engineering structures</jtitle><date>2022-01-01</date><risdate>2022</risdate><volume>250</volume><spage>113412</spage><pages>113412-</pages><artnum>113412</artnum><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>[Display omitted]
This paper aims to present retrofit and design methodologies for building frames using target energy as design criteria for passive dampers. Initially, a damper design methodology based on the energy balance concept is discussed and applied to retrofit buildings: under-designed, requiring seismic up-gradation. Furthermore, a methodology is presented for the seismic design of a new building with passive dampers. The proposed methods were applied to reinforced concrete (RC) frames with and without vertical irregularities. The design of these frames with dampers is verified using nonlinear time history analysis considering spectrum compatible near-field and far-field recorded ground accelerograms. The damping constants obtained from the proposed methodology are compared to those calculated using the FEMA 356 method. The response results indicate that the proposed methodologies effectively enhance the RC frame seismic performance for a given seismic hazard level. The proposed methods find their application to the design offices where damper design can be carried out using design spreadsheets developed while avoiding iterations in determining damping constants.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2021.113412</doi></addata></record> |
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source | ScienceDirect Freedom Collection |
subjects | Building frames Damping Design Design criteria Earthquake accelerograms Earthquake dampers Energy balance Energy methods Far fields Frame design Geological hazards Nonlinear analysis Passive dampers Performance-based design Reinforced concrete Retrofitting Seismic activity Seismic design Seismic engineering Seismic hazard Seismic response Seismic retrofit Spreadsheets Vertical Irregularities |
title | Energy-based seismic retrofit and design of building frames with passive dampers |
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