Drift Capacity of Reinforced Concrete Columns
This paper introduces simple closed-form equations to estimate the lateral deformation capacity of reinforced concrete columns. The proposed simple equations are derived from an idealized lateral load-displacement behavior of a column and by taking the P-Δ effect into account. The validity of the pr...
Gespeichert in:
| Veröffentlicht in: | ACI structural journal 2009-07, Vol.106 (4), p.405-415 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 415 |
|---|---|
| container_issue | 4 |
| container_start_page | 405 |
| container_title | ACI structural journal |
| container_volume | 106 |
| creator | Bae, Sungjin Bayrak, Oguzhan |
| description | This paper introduces simple closed-form equations to estimate the lateral deformation capacity of reinforced concrete columns. The proposed simple equations are derived from an idealized lateral load-displacement behavior of a column and by taking the P-Δ effect into account. The validity of the proposed equations is examined using a large number of column tests. Estimated drift capacities are compared with the experimentally-observed drift capacities. The results show that the proposed equations provide conservative lower-bound estimates of lateral drift capacities of columns that satisfy the provisions of ACI 318-08, Chapter 21. It is also found that for slender columns supporting high axial loads, even though the detailing requirements of Chapter 21 are met, a satisfactory lateral load performance can not be expected due to pronounced secondary moments. [PUBLICATION ABSTRACT] |
| doi_str_mv | 10.14359/56606 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_34739105</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1771560921</sourcerecordid><originalsourceid>FETCH-LOGICAL-c281t-8dc2e7f2be8fe0dbdcc0941d187813b260e04209bf402c5adee1cfc13a405c8e3</originalsourceid><addsrcrecordid>eNpdkMFKxDAURYMoWEf9huLCXfW9JG2TpVRHhQFBdB3S9AU6dJoxaRfz95ZREFzdu7gcLoexa4Q7lKLU92VVQXXCMtRSFrWo8JRloJQuBJd4zi5S2gII4EJmrHiMvZ_yxu6t66dDHnz-Tv3oQ3TU5U0YXaSJljLMuzFdsjNvh0RXv7lin-unj-al2Lw9vzYPm8JxhVOhOsep9rwl5Qm6tnMOtMQOVa1QtLwCAslBt14Cd6XtiNB5h8JKKJ0isWK3P9x9DF8zpcns-uRoGOxIYU5GyFpohHIZ3vwbbsMcx-WbQa2ERKX5H83FkFIkb_ax39l4MAjmqMwclYlv3Ydb3w</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>198341892</pqid></control><display><type>article</type><title>Drift Capacity of Reinforced Concrete Columns</title><source>American Concrete Institute Online Journal Archives</source><creator>Bae, Sungjin ; Bayrak, Oguzhan</creator><creatorcontrib>Bae, Sungjin ; Bayrak, Oguzhan</creatorcontrib><description>This paper introduces simple closed-form equations to estimate the lateral deformation capacity of reinforced concrete columns. The proposed simple equations are derived from an idealized lateral load-displacement behavior of a column and by taking the P-Δ effect into account. The validity of the proposed equations is examined using a large number of column tests. Estimated drift capacities are compared with the experimentally-observed drift capacities. The results show that the proposed equations provide conservative lower-bound estimates of lateral drift capacities of columns that satisfy the provisions of ACI 318-08, Chapter 21. It is also found that for slender columns supporting high axial loads, even though the detailing requirements of Chapter 21 are met, a satisfactory lateral load performance can not be expected due to pronounced secondary moments. [PUBLICATION ABSTRACT]</description><identifier>ISSN: 0889-3241</identifier><identifier>EISSN: 1944-7361</identifier><identifier>DOI: 10.14359/56606</identifier><language>eng</language><publisher>Farmington Hills: American Concrete Institute</publisher><subject>Deformation ; Reinforced concrete ; Structural engineering</subject><ispartof>ACI structural journal, 2009-07, Vol.106 (4), p.405-415</ispartof><rights>Copyright American Concrete Institute Jul/Aug 2009</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c281t-8dc2e7f2be8fe0dbdcc0941d187813b260e04209bf402c5adee1cfc13a405c8e3</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,778,782,27911,27912</link.rule.ids></links><search><creatorcontrib>Bae, Sungjin</creatorcontrib><creatorcontrib>Bayrak, Oguzhan</creatorcontrib><title>Drift Capacity of Reinforced Concrete Columns</title><title>ACI structural journal</title><description>This paper introduces simple closed-form equations to estimate the lateral deformation capacity of reinforced concrete columns. The proposed simple equations are derived from an idealized lateral load-displacement behavior of a column and by taking the P-Δ effect into account. The validity of the proposed equations is examined using a large number of column tests. Estimated drift capacities are compared with the experimentally-observed drift capacities. The results show that the proposed equations provide conservative lower-bound estimates of lateral drift capacities of columns that satisfy the provisions of ACI 318-08, Chapter 21. It is also found that for slender columns supporting high axial loads, even though the detailing requirements of Chapter 21 are met, a satisfactory lateral load performance can not be expected due to pronounced secondary moments. [PUBLICATION ABSTRACT]</description><subject>Deformation</subject><subject>Reinforced concrete</subject><subject>Structural engineering</subject><issn>0889-3241</issn><issn>1944-7361</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNpdkMFKxDAURYMoWEf9huLCXfW9JG2TpVRHhQFBdB3S9AU6dJoxaRfz95ZREFzdu7gcLoexa4Q7lKLU92VVQXXCMtRSFrWo8JRloJQuBJd4zi5S2gII4EJmrHiMvZ_yxu6t66dDHnz-Tv3oQ3TU5U0YXaSJljLMuzFdsjNvh0RXv7lin-unj-al2Lw9vzYPm8JxhVOhOsep9rwl5Qm6tnMOtMQOVa1QtLwCAslBt14Cd6XtiNB5h8JKKJ0isWK3P9x9DF8zpcns-uRoGOxIYU5GyFpohHIZ3vwbbsMcx-WbQa2ERKX5H83FkFIkb_ax39l4MAjmqMwclYlv3Ydb3w</recordid><startdate>20090701</startdate><enddate>20090701</enddate><creator>Bae, Sungjin</creator><creator>Bayrak, Oguzhan</creator><general>American Concrete Institute</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>4U-</scope><scope>7QQ</scope><scope>7SR</scope><scope>7XB</scope><scope>88I</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20090701</creationdate><title>Drift Capacity of Reinforced Concrete Columns</title><author>Bae, Sungjin ; Bayrak, Oguzhan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c281t-8dc2e7f2be8fe0dbdcc0941d187813b260e04209bf402c5adee1cfc13a405c8e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Deformation</topic><topic>Reinforced concrete</topic><topic>Structural engineering</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bae, Sungjin</creatorcontrib><creatorcontrib>Bayrak, Oguzhan</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Docstoc</collection><collection>University Readers</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Research Library (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection (ProQuest)</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Research Library</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Research Library (Corporate)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>ACI structural journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bae, Sungjin</au><au>Bayrak, Oguzhan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Drift Capacity of Reinforced Concrete Columns</atitle><jtitle>ACI structural journal</jtitle><date>2009-07-01</date><risdate>2009</risdate><volume>106</volume><issue>4</issue><spage>405</spage><epage>415</epage><pages>405-415</pages><issn>0889-3241</issn><eissn>1944-7361</eissn><abstract>This paper introduces simple closed-form equations to estimate the lateral deformation capacity of reinforced concrete columns. The proposed simple equations are derived from an idealized lateral load-displacement behavior of a column and by taking the P-Δ effect into account. The validity of the proposed equations is examined using a large number of column tests. Estimated drift capacities are compared with the experimentally-observed drift capacities. The results show that the proposed equations provide conservative lower-bound estimates of lateral drift capacities of columns that satisfy the provisions of ACI 318-08, Chapter 21. It is also found that for slender columns supporting high axial loads, even though the detailing requirements of Chapter 21 are met, a satisfactory lateral load performance can not be expected due to pronounced secondary moments. [PUBLICATION ABSTRACT]</abstract><cop>Farmington Hills</cop><pub>American Concrete Institute</pub><doi>10.14359/56606</doi><tpages>11</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0889-3241 |
| ispartof | ACI structural journal, 2009-07, Vol.106 (4), p.405-415 |
| issn | 0889-3241 1944-7361 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_34739105 |
| source | American Concrete Institute Online Journal Archives |
| subjects | Deformation Reinforced concrete Structural engineering |
| title | Drift Capacity of Reinforced Concrete Columns |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-15T14%3A06%3A23IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Drift%20Capacity%20of%20Reinforced%20Concrete%20Columns&rft.jtitle=ACI%20structural%20journal&rft.au=Bae,%20Sungjin&rft.date=2009-07-01&rft.volume=106&rft.issue=4&rft.spage=405&rft.epage=415&rft.pages=405-415&rft.issn=0889-3241&rft.eissn=1944-7361&rft_id=info:doi/10.14359/56606&rft_dat=%3Cproquest_cross%3E1771560921%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=198341892&rft_id=info:pmid/&rfr_iscdi=true |