Evaluating the Seismic Performance of High-Rise Steel Structures with Moment-Resistance Frames
Nowadays, performance-based designing method has been introduced as an alternative to seismic designing of buildings due to increasing construction of high buildings and available inadequacies in related codes. The concept of performance-based designing is described as achieving one or more function...
Gespeichert in:
| Veröffentlicht in: | International journal of engineering innovations and research 2013-05, Vol.2 (3), p.266-266 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 266 |
|---|---|
| container_issue | 3 |
| container_start_page | 266 |
| container_title | International journal of engineering innovations and research |
| container_volume | 2 |
| creator | Karimi, M Reza Bagerzadeh Zarei, B Azar, B Bagheri |
| description | Nowadays, performance-based designing method has been introduced as an alternative to seismic designing of buildings due to increasing construction of high buildings and available inadequacies in related codes. The concept of performance-based designing is described as achieving one or more functional objectives indicating to a performance level on a specific seismic level. Therefore, some structures have been designed as moment-resistance frames according to 2800 code of Iran and steel codes. Nonlinear model of structure with definite specification have been created based on structural specifications and profiles designed in this stage. The nonlinear time history has been analyzed using earthquake records scaled to designing spectrum. Finally, the performance level of structure has been discussed comparing the quantities related to performance levels such as the relative displacements of the stories, plastic joint rotations, etc. considering the code limitations of every performance level. |
| format | Article |
| fullrecord | <record><control><sourceid>proquest</sourceid><recordid>TN_cdi_proquest_miscellaneous_1642227272</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1642227272</sourcerecordid><originalsourceid>FETCH-proquest_miscellaneous_16422272723</originalsourceid><addsrcrecordid>eNqVjssKwjAURIMgWLT_kKWbQl-m7qWlG0GqayWE2zaSh-Ym-vsG8Qdk4MzmDMyCJGXZNNmOsf2KpIj3PM-LihV11STk2r64CtxLM1E_Az2DRC0FPYEbrdPcCKB2pL2c5myQGAUPoCJdED44QPqWfqZHq8H4bACU6L-jznENuCHLkSuE9Ndrsu3ay6HPHs4-A6C_aYkClOIGbMBbweoyvo2p_lA_Q4RIOg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1642227272</pqid></control><display><type>article</type><title>Evaluating the Seismic Performance of High-Rise Steel Structures with Moment-Resistance Frames</title><source>EZB-FREE-00999 freely available EZB journals</source><creator>Karimi, M Reza Bagerzadeh ; Zarei, B ; Azar, B Bagheri</creator><creatorcontrib>Karimi, M Reza Bagerzadeh ; Zarei, B ; Azar, B Bagheri</creatorcontrib><description>Nowadays, performance-based designing method has been introduced as an alternative to seismic designing of buildings due to increasing construction of high buildings and available inadequacies in related codes. The concept of performance-based designing is described as achieving one or more functional objectives indicating to a performance level on a specific seismic level. Therefore, some structures have been designed as moment-resistance frames according to 2800 code of Iran and steel codes. Nonlinear model of structure with definite specification have been created based on structural specifications and profiles designed in this stage. The nonlinear time history has been analyzed using earthquake records scaled to designing spectrum. Finally, the performance level of structure has been discussed comparing the quantities related to performance levels such as the relative displacements of the stories, plastic joint rotations, etc. considering the code limitations of every performance level.</description><identifier>EISSN: 2277-5668</identifier><language>eng</language><subject>Buildings ; Earthquake design ; Frames ; Mathematical models ; Nonlinearity ; Seismic design ; Specifications ; Structural steels</subject><ispartof>International journal of engineering innovations and research, 2013-05, Vol.2 (3), p.266-266</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784</link.rule.ids></links><search><creatorcontrib>Karimi, M Reza Bagerzadeh</creatorcontrib><creatorcontrib>Zarei, B</creatorcontrib><creatorcontrib>Azar, B Bagheri</creatorcontrib><title>Evaluating the Seismic Performance of High-Rise Steel Structures with Moment-Resistance Frames</title><title>International journal of engineering innovations and research</title><description>Nowadays, performance-based designing method has been introduced as an alternative to seismic designing of buildings due to increasing construction of high buildings and available inadequacies in related codes. The concept of performance-based designing is described as achieving one or more functional objectives indicating to a performance level on a specific seismic level. Therefore, some structures have been designed as moment-resistance frames according to 2800 code of Iran and steel codes. Nonlinear model of structure with definite specification have been created based on structural specifications and profiles designed in this stage. The nonlinear time history has been analyzed using earthquake records scaled to designing spectrum. Finally, the performance level of structure has been discussed comparing the quantities related to performance levels such as the relative displacements of the stories, plastic joint rotations, etc. considering the code limitations of every performance level.</description><subject>Buildings</subject><subject>Earthquake design</subject><subject>Frames</subject><subject>Mathematical models</subject><subject>Nonlinearity</subject><subject>Seismic design</subject><subject>Specifications</subject><subject>Structural steels</subject><issn>2277-5668</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqVjssKwjAURIMgWLT_kKWbQl-m7qWlG0GqayWE2zaSh-Ym-vsG8Qdk4MzmDMyCJGXZNNmOsf2KpIj3PM-LihV11STk2r64CtxLM1E_Az2DRC0FPYEbrdPcCKB2pL2c5myQGAUPoCJdED44QPqWfqZHq8H4bACU6L-jznENuCHLkSuE9Ndrsu3ay6HPHs4-A6C_aYkClOIGbMBbweoyvo2p_lA_Q4RIOg</recordid><startdate>20130501</startdate><enddate>20130501</enddate><creator>Karimi, M Reza Bagerzadeh</creator><creator>Zarei, B</creator><creator>Azar, B Bagheri</creator><scope>7SM</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20130501</creationdate><title>Evaluating the Seismic Performance of High-Rise Steel Structures with Moment-Resistance Frames</title><author>Karimi, M Reza Bagerzadeh ; Zarei, B ; Azar, B Bagheri</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-proquest_miscellaneous_16422272723</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Buildings</topic><topic>Earthquake design</topic><topic>Frames</topic><topic>Mathematical models</topic><topic>Nonlinearity</topic><topic>Seismic design</topic><topic>Specifications</topic><topic>Structural steels</topic><toplevel>online_resources</toplevel><creatorcontrib>Karimi, M Reza Bagerzadeh</creatorcontrib><creatorcontrib>Zarei, B</creatorcontrib><creatorcontrib>Azar, B Bagheri</creatorcontrib><collection>Earthquake Engineering 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>International journal of engineering innovations and research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Karimi, M Reza Bagerzadeh</au><au>Zarei, B</au><au>Azar, B Bagheri</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluating the Seismic Performance of High-Rise Steel Structures with Moment-Resistance Frames</atitle><jtitle>International journal of engineering innovations and research</jtitle><date>2013-05-01</date><risdate>2013</risdate><volume>2</volume><issue>3</issue><spage>266</spage><epage>266</epage><pages>266-266</pages><eissn>2277-5668</eissn><abstract>Nowadays, performance-based designing method has been introduced as an alternative to seismic designing of buildings due to increasing construction of high buildings and available inadequacies in related codes. The concept of performance-based designing is described as achieving one or more functional objectives indicating to a performance level on a specific seismic level. Therefore, some structures have been designed as moment-resistance frames according to 2800 code of Iran and steel codes. Nonlinear model of structure with definite specification have been created based on structural specifications and profiles designed in this stage. The nonlinear time history has been analyzed using earthquake records scaled to designing spectrum. Finally, the performance level of structure has been discussed comparing the quantities related to performance levels such as the relative displacements of the stories, plastic joint rotations, etc. considering the code limitations of every performance level.</abstract></addata></record> |
| fulltext | fulltext |
| identifier | EISSN: 2277-5668 |
| ispartof | International journal of engineering innovations and research, 2013-05, Vol.2 (3), p.266-266 |
| issn | 2277-5668 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1642227272 |
| source | EZB-FREE-00999 freely available EZB journals |
| subjects | Buildings Earthquake design Frames Mathematical models Nonlinearity Seismic design Specifications Structural steels |
| title | Evaluating the Seismic Performance of High-Rise Steel Structures with Moment-Resistance Frames |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-22T13%3A16%3A37IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Evaluating%20the%20Seismic%20Performance%20of%20High-Rise%20Steel%20Structures%20with%20Moment-Resistance%20Frames&rft.jtitle=International%20journal%20of%20engineering%20innovations%20and%20research&rft.au=Karimi,%20M%20Reza%20Bagerzadeh&rft.date=2013-05-01&rft.volume=2&rft.issue=3&rft.spage=266&rft.epage=266&rft.pages=266-266&rft.eissn=2277-5668&rft_id=info:doi/&rft_dat=%3Cproquest%3E1642227272%3C/proquest%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1642227272&rft_id=info:pmid/&rfr_iscdi=true |