Critical factors in displacement ductility assessment of high-strength concrete columns
Ductility of high-strength concrete (HSC) columns with rectangular sections was assessed in this study by reviewing experimental data from the available literature. Up to 112 normal weights concrete columns with strength in the range of 50–130 MPa were considered and presented as a database. The dat...
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| Veröffentlicht in: | International journal of advanced structural engineering 2017-12, Vol.9 (4), p.325-340 |
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| creator | Taheri, Ali Moghadam, Abdolreza S. Tasnimi, Abass Ali |
| description | Ductility of high-strength concrete (HSC) columns with rectangular sections was assessed in this study by reviewing experimental data from the available literature. Up to 112 normal weights concrete columns with strength in the range of 50–130 MPa were considered and presented as a database. The data included the results of column testes under axial and reversed lateral loading. Displacement ductility of HSC columns was evaluated in terms of their concrete and reinforcement strengths, bar arrangement, volumetric ratio of transverse reinforcement, and axial loading. The results indicated that the confinement requirements and displacement ductility in HSC columns are more sensitive than those in normal strength concrete columns. Moreover, ductility is descended by increasing concrete strength. However, it was possible to obtain ductile behavior in HSC columns through proper confinement. Furthermore, this study casts doubt about capability of
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′ ratio that being inversely proportional to displacement ductility of HSC columns. |
| doi_str_mv | 10.1007/s40091-017-0169-6 |
| format | Article |
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′ ratio that being inversely proportional to displacement ductility of HSC columns.</description><identifier>ISSN: 2008-3556</identifier><identifier>EISSN: 2008-6695</identifier><identifier>DOI: 10.1007/s40091-017-0169-6</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Building Construction and Design ; Casts ; Civil Engineering ; Columns (structural) ; Concrete ; Confinement ; Control ; Displacement ; Ductility ; Ductility tests ; Dynamical Systems ; Engineering ; Engineering Design ; High strength concretes ; Lateral loads ; Solid Mechanics ; Technical Note ; Vibration</subject><ispartof>International journal of advanced structural engineering, 2017-12, Vol.9 (4), p.325-340</ispartof><rights>The Author(s) 2017</rights><rights>International Journal of Advanced Structural Engineering is a copyright of Springer, (2017). All Rights Reserved.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2316-784c35cef00b10986909c9f517f8f71c0eec2bcee3384e875fbacc0cd10b0fdf3</citedby><cites>FETCH-LOGICAL-c2316-784c35cef00b10986909c9f517f8f71c0eec2bcee3384e875fbacc0cd10b0fdf3</cites><orcidid>0000-0001-5594-2271</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s40091-017-0169-6$$EPDF$$P50$$Gspringer$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://doi.org/10.1007/s40091-017-0169-6$$EHTML$$P50$$Gspringer$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,27924,27925,41120,42189,51576</link.rule.ids></links><search><creatorcontrib>Taheri, Ali</creatorcontrib><creatorcontrib>Moghadam, Abdolreza S.</creatorcontrib><creatorcontrib>Tasnimi, Abass Ali</creatorcontrib><title>Critical factors in displacement ductility assessment of high-strength concrete columns</title><title>International journal of advanced structural engineering</title><addtitle>Int J Adv Struct Eng</addtitle><description>Ductility of high-strength concrete (HSC) columns with rectangular sections was assessed in this study by reviewing experimental data from the available literature. Up to 112 normal weights concrete columns with strength in the range of 50–130 MPa were considered and presented as a database. The data included the results of column testes under axial and reversed lateral loading. Displacement ductility of HSC columns was evaluated in terms of their concrete and reinforcement strengths, bar arrangement, volumetric ratio of transverse reinforcement, and axial loading. The results indicated that the confinement requirements and displacement ductility in HSC columns are more sensitive than those in normal strength concrete columns. Moreover, ductility is descended by increasing concrete strength. However, it was possible to obtain ductile behavior in HSC columns through proper confinement. Furthermore, this study casts doubt about capability of
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′ ratio that being inversely proportional to displacement ductility of HSC columns.</description><subject>Building Construction and Design</subject><subject>Casts</subject><subject>Civil Engineering</subject><subject>Columns (structural)</subject><subject>Concrete</subject><subject>Confinement</subject><subject>Control</subject><subject>Displacement</subject><subject>Ductility</subject><subject>Ductility tests</subject><subject>Dynamical Systems</subject><subject>Engineering</subject><subject>Engineering Design</subject><subject>High strength concretes</subject><subject>Lateral loads</subject><subject>Solid Mechanics</subject><subject>Technical Note</subject><subject>Vibration</subject><issn>2008-3556</issn><issn>2008-6695</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><sourceid>C6C</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kE1Lw0AQhhdRsNT-AG8Bz9HZpNmPoxS_oOBF8bgkk9l2S5rU3c2h_96t6cGLA8MMw_u-Aw9jtxzuOYB8CEsAzXPgMrXQubhgswJA5ULo6vK8l1UlrtkihB2kEoUUgs_Y18q76LDuMltjHHzIXJ-1Lhy6GmlPfczaEaPrXDxmdQgUwu9xsNnWbbZ5iJ76TdxmOPToKVJaunHfhxt2Zesu0OI85-zz-elj9Zqv31_eVo_rHIuSi1yqJZYVkgVoOGglNGjUtuLSKis5AhEWDRKVpVqSkpVtakTAlkMDtrXlnN1NuQc_fI8UotkNo-_TS8O1kFIVSuqk4pMK_RCCJ2sO3u1rfzQczAmhmRCahNCcEBqRPMXkCUnbb8j_Sf7X9AMH-nVV</recordid><startdate>20171201</startdate><enddate>20171201</enddate><creator>Taheri, Ali</creator><creator>Moghadam, Abdolreza S.</creator><creator>Tasnimi, Abass Ali</creator><general>Springer Berlin Heidelberg</general><general>Islamic Azad University, South Tehran Branch</general><scope>C6C</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0001-5594-2271</orcidid></search><sort><creationdate>20171201</creationdate><title>Critical factors in displacement ductility assessment of high-strength concrete columns</title><author>Taheri, Ali ; Moghadam, Abdolreza S. ; Tasnimi, Abass Ali</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2316-784c35cef00b10986909c9f517f8f71c0eec2bcee3384e875fbacc0cd10b0fdf3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Building Construction and Design</topic><topic>Casts</topic><topic>Civil Engineering</topic><topic>Columns (structural)</topic><topic>Concrete</topic><topic>Confinement</topic><topic>Control</topic><topic>Displacement</topic><topic>Ductility</topic><topic>Ductility tests</topic><topic>Dynamical Systems</topic><topic>Engineering</topic><topic>Engineering Design</topic><topic>High strength concretes</topic><topic>Lateral loads</topic><topic>Solid Mechanics</topic><topic>Technical Note</topic><topic>Vibration</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Taheri, Ali</creatorcontrib><creatorcontrib>Moghadam, Abdolreza S.</creatorcontrib><creatorcontrib>Tasnimi, Abass Ali</creatorcontrib><collection>Springer Nature OA Free Journals</collection><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Access via ProQuest (Open Access)</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><jtitle>International journal of advanced structural engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Taheri, Ali</au><au>Moghadam, Abdolreza S.</au><au>Tasnimi, Abass Ali</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Critical factors in displacement ductility assessment of high-strength concrete columns</atitle><jtitle>International journal of advanced structural engineering</jtitle><stitle>Int J Adv Struct Eng</stitle><date>2017-12-01</date><risdate>2017</risdate><volume>9</volume><issue>4</issue><spage>325</spage><epage>340</epage><pages>325-340</pages><issn>2008-3556</issn><eissn>2008-6695</eissn><abstract>Ductility of high-strength concrete (HSC) columns with rectangular sections was assessed in this study by reviewing experimental data from the available literature. Up to 112 normal weights concrete columns with strength in the range of 50–130 MPa were considered and presented as a database. The data included the results of column testes under axial and reversed lateral loading. Displacement ductility of HSC columns was evaluated in terms of their concrete and reinforcement strengths, bar arrangement, volumetric ratio of transverse reinforcement, and axial loading. The results indicated that the confinement requirements and displacement ductility in HSC columns are more sensitive than those in normal strength concrete columns. Moreover, ductility is descended by increasing concrete strength. However, it was possible to obtain ductile behavior in HSC columns through proper confinement. Furthermore, this study casts doubt about capability of
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′ ratio that being inversely proportional to displacement ductility of HSC columns.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s40091-017-0169-6</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0001-5594-2271</orcidid><oa>free_for_read</oa></addata></record> |
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| language | eng |
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| source | Springer Nature OA Free Journals; EZB-FREE-00999 freely available EZB journals |
| subjects | Building Construction and Design Casts Civil Engineering Columns (structural) Concrete Confinement Control Displacement Ductility Ductility tests Dynamical Systems Engineering Engineering Design High strength concretes Lateral loads Solid Mechanics Technical Note Vibration |
| title | Critical factors in displacement ductility assessment of high-strength concrete columns |
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