Loading…
Seismic performance of modular columns made of concrete filled FRP tubes
•A modular column, which can be installed without post-tensioning, is proposed.•The segments of the modular column are made of concrete filled FRP tubes (CFFT).•Quasi-static cyclic loading tests on nine scale-down columns were carried out.•The effect of the joint between the segments on seismic perf...
Saved in:
Published in: | Engineering structures 2013-12, Vol.57, p.37-50 |
---|---|
Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793 |
---|---|
cites | cdi_FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793 |
container_end_page | 50 |
container_issue | |
container_start_page | 37 |
container_title | Engineering structures |
container_volume | 57 |
creator | Youm, Kwang-Soo Cho, Jae-young Lee, Young-Ho Kim, Jung J. |
description | •A modular column, which can be installed without post-tensioning, is proposed.•The segments of the modular column are made of concrete filled FRP tubes (CFFT).•Quasi-static cyclic loading tests on nine scale-down columns were carried out.•The effect of the joint between the segments on seismic performance was negligible.•The seismic performance of modular and cast-in-place columns was comparable.
In this study the effectiveness of a modular column without post-tensioning is evaluated for earthquake resistance. The segments of the modular columns are made of concrete-filled fiber reinforced polymer (FRP) tubes (CFFT) for providing additional flexural hinge confinement by FRP tube. The CFFT segments are manufactured by match cast method, having insert holes for longitudinal steel bars embedded in reinforced concrete (RC) foundation to penetrate. No tensioning is applied for the connection of the segments by considering the difficulty to install anchorage devices. The segments are bonded to each other by epoxy. Quasi-static cyclic loading tests of scale-down circular columns were carried out. The experimental results of the modular CFFT columns were compared with those of CFFT cast-in-place columns and conventional RC columns. The results showed that the seismic performance of the modular CFFT columns is superior to that of their RC counterparts and comparable to that of their CFFT cast-in-place counterparts. The proposed modular system can be easily installed and will provide rapid construction. |
doi_str_mv | 10.1016/j.engstruct.2013.09.001 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1677925628</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029613004136</els_id><sourcerecordid>1677925628</sourcerecordid><originalsourceid>FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793</originalsourceid><addsrcrecordid>eNqNkcFq3DAQhkVoIdukz1BfCr3YnZFkST6G0CSFQEPSnoUsj4oW29pKdqFvX2835JqeBobv_wfmY-wDQoOA6vO-oflnWfLql4YDiga6BgDP2A6NFrUWXLxhO0CJNfBOnbN3pewBgBsDO3b3RLFM0VcHyiHlyc2eqhSqKQ3r6HLl07hOc6kmN_zb-zT7TAtVIY4jDdXN40O1rD2VS_Y2uLHQ--d5wX7cfPl-fVfff7v9en11X3sp5VI7riFwFJ6c7wNRH5Qk6LkHY7RuRd8HdE72hpP0Rhs0nHPtBZoeW6U7ccE-nXoPOf1aqSx2isXTOLqZ0losKq073ipu_gfFVmil9Oto2yJ0Uqljqz6hPqdSMgV7yHFy-Y9FsEcjdm9fjNijEQud3YxsyY_PR1zxbgx5e3YsL3FuQHZcy427OnG0_fF3pGyLj7SJGWKmrXNI8dVbfwFBaKTT</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1551094668</pqid></control><display><type>article</type><title>Seismic performance of modular columns made of concrete filled FRP tubes</title><source>ScienceDirect Freedom Collection 2022-2024</source><creator>Youm, Kwang-Soo ; Cho, Jae-young ; Lee, Young-Ho ; Kim, Jung J.</creator><creatorcontrib>Youm, Kwang-Soo ; Cho, Jae-young ; Lee, Young-Ho ; Kim, Jung J.</creatorcontrib><description>•A modular column, which can be installed without post-tensioning, is proposed.•The segments of the modular column are made of concrete filled FRP tubes (CFFT).•Quasi-static cyclic loading tests on nine scale-down columns were carried out.•The effect of the joint between the segments on seismic performance was negligible.•The seismic performance of modular and cast-in-place columns was comparable.
In this study the effectiveness of a modular column without post-tensioning is evaluated for earthquake resistance. The segments of the modular columns are made of concrete-filled fiber reinforced polymer (FRP) tubes (CFFT) for providing additional flexural hinge confinement by FRP tube. The CFFT segments are manufactured by match cast method, having insert holes for longitudinal steel bars embedded in reinforced concrete (RC) foundation to penetrate. No tensioning is applied for the connection of the segments by considering the difficulty to install anchorage devices. The segments are bonded to each other by epoxy. Quasi-static cyclic loading tests of scale-down circular columns were carried out. The experimental results of the modular CFFT columns were compared with those of CFFT cast-in-place columns and conventional RC columns. The results showed that the seismic performance of the modular CFFT columns is superior to that of their RC counterparts and comparable to that of their CFFT cast-in-place counterparts. The proposed modular system can be easily installed and will provide rapid construction.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2013.09.001</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; CFFT ; Construction (buildings and works) ; Ductility ; Exact sciences and technology ; Fiber reinforced plastics ; Geotechnics ; Glass transition temperature ; Modular ; Modular column ; Quasi-static ; Reinforced concrete ; Reinforcing steels ; Segments ; Seismic ; Seismic response ; Steel-concrete composite structure ; Structure-soil interaction ; Tubes</subject><ispartof>Engineering structures, 2013-12, Vol.57, p.37-50</ispartof><rights>2013 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793</citedby><cites>FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28049274$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Youm, Kwang-Soo</creatorcontrib><creatorcontrib>Cho, Jae-young</creatorcontrib><creatorcontrib>Lee, Young-Ho</creatorcontrib><creatorcontrib>Kim, Jung J.</creatorcontrib><title>Seismic performance of modular columns made of concrete filled FRP tubes</title><title>Engineering structures</title><description>•A modular column, which can be installed without post-tensioning, is proposed.•The segments of the modular column are made of concrete filled FRP tubes (CFFT).•Quasi-static cyclic loading tests on nine scale-down columns were carried out.•The effect of the joint between the segments on seismic performance was negligible.•The seismic performance of modular and cast-in-place columns was comparable.
In this study the effectiveness of a modular column without post-tensioning is evaluated for earthquake resistance. The segments of the modular columns are made of concrete-filled fiber reinforced polymer (FRP) tubes (CFFT) for providing additional flexural hinge confinement by FRP tube. The CFFT segments are manufactured by match cast method, having insert holes for longitudinal steel bars embedded in reinforced concrete (RC) foundation to penetrate. No tensioning is applied for the connection of the segments by considering the difficulty to install anchorage devices. The segments are bonded to each other by epoxy. Quasi-static cyclic loading tests of scale-down circular columns were carried out. The experimental results of the modular CFFT columns were compared with those of CFFT cast-in-place columns and conventional RC columns. The results showed that the seismic performance of the modular CFFT columns is superior to that of their RC counterparts and comparable to that of their CFFT cast-in-place counterparts. The proposed modular system can be easily installed and will provide rapid construction.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>CFFT</subject><subject>Construction (buildings and works)</subject><subject>Ductility</subject><subject>Exact sciences and technology</subject><subject>Fiber reinforced plastics</subject><subject>Geotechnics</subject><subject>Glass transition temperature</subject><subject>Modular</subject><subject>Modular column</subject><subject>Quasi-static</subject><subject>Reinforced concrete</subject><subject>Reinforcing steels</subject><subject>Segments</subject><subject>Seismic</subject><subject>Seismic response</subject><subject>Steel-concrete composite structure</subject><subject>Structure-soil interaction</subject><subject>Tubes</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqNkcFq3DAQhkVoIdukz1BfCr3YnZFkST6G0CSFQEPSnoUsj4oW29pKdqFvX2835JqeBobv_wfmY-wDQoOA6vO-oflnWfLql4YDiga6BgDP2A6NFrUWXLxhO0CJNfBOnbN3pewBgBsDO3b3RLFM0VcHyiHlyc2eqhSqKQ3r6HLl07hOc6kmN_zb-zT7TAtVIY4jDdXN40O1rD2VS_Y2uLHQ--d5wX7cfPl-fVfff7v9en11X3sp5VI7riFwFJ6c7wNRH5Qk6LkHY7RuRd8HdE72hpP0Rhs0nHPtBZoeW6U7ccE-nXoPOf1aqSx2isXTOLqZ0losKq073ipu_gfFVmil9Oto2yJ0Uqljqz6hPqdSMgV7yHFy-Y9FsEcjdm9fjNijEQud3YxsyY_PR1zxbgx5e3YsL3FuQHZcy427OnG0_fF3pGyLj7SJGWKmrXNI8dVbfwFBaKTT</recordid><startdate>20131201</startdate><enddate>20131201</enddate><creator>Youm, Kwang-Soo</creator><creator>Cho, Jae-young</creator><creator>Lee, Young-Ho</creator><creator>Kim, Jung J.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SM</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20131201</creationdate><title>Seismic performance of modular columns made of concrete filled FRP tubes</title><author>Youm, Kwang-Soo ; Cho, Jae-young ; Lee, Young-Ho ; Kim, Jung J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>CFFT</topic><topic>Construction (buildings and works)</topic><topic>Ductility</topic><topic>Exact sciences and technology</topic><topic>Fiber reinforced plastics</topic><topic>Geotechnics</topic><topic>Glass transition temperature</topic><topic>Modular</topic><topic>Modular column</topic><topic>Quasi-static</topic><topic>Reinforced concrete</topic><topic>Reinforcing steels</topic><topic>Segments</topic><topic>Seismic</topic><topic>Seismic response</topic><topic>Steel-concrete composite structure</topic><topic>Structure-soil interaction</topic><topic>Tubes</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Youm, Kwang-Soo</creatorcontrib><creatorcontrib>Cho, Jae-young</creatorcontrib><creatorcontrib>Lee, Young-Ho</creatorcontrib><creatorcontrib>Kim, Jung J.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><collection>Engineered Materials 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>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Youm, Kwang-Soo</au><au>Cho, Jae-young</au><au>Lee, Young-Ho</au><au>Kim, Jung J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seismic performance of modular columns made of concrete filled FRP tubes</atitle><jtitle>Engineering structures</jtitle><date>2013-12-01</date><risdate>2013</risdate><volume>57</volume><spage>37</spage><epage>50</epage><pages>37-50</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>•A modular column, which can be installed without post-tensioning, is proposed.•The segments of the modular column are made of concrete filled FRP tubes (CFFT).•Quasi-static cyclic loading tests on nine scale-down columns were carried out.•The effect of the joint between the segments on seismic performance was negligible.•The seismic performance of modular and cast-in-place columns was comparable.
In this study the effectiveness of a modular column without post-tensioning is evaluated for earthquake resistance. The segments of the modular columns are made of concrete-filled fiber reinforced polymer (FRP) tubes (CFFT) for providing additional flexural hinge confinement by FRP tube. The CFFT segments are manufactured by match cast method, having insert holes for longitudinal steel bars embedded in reinforced concrete (RC) foundation to penetrate. No tensioning is applied for the connection of the segments by considering the difficulty to install anchorage devices. The segments are bonded to each other by epoxy. Quasi-static cyclic loading tests of scale-down circular columns were carried out. The experimental results of the modular CFFT columns were compared with those of CFFT cast-in-place columns and conventional RC columns. The results showed that the seismic performance of the modular CFFT columns is superior to that of their RC counterparts and comparable to that of their CFFT cast-in-place counterparts. The proposed modular system can be easily installed and will provide rapid construction.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2013.09.001</doi><tpages>14</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0141-0296 |
ispartof | Engineering structures, 2013-12, Vol.57, p.37-50 |
issn | 0141-0296 1873-7323 |
language | eng |
recordid | cdi_proquest_miscellaneous_1677925628 |
source | ScienceDirect Freedom Collection 2022-2024 |
subjects | Applied sciences Building structure Buildings. Public works CFFT Construction (buildings and works) Ductility Exact sciences and technology Fiber reinforced plastics Geotechnics Glass transition temperature Modular Modular column Quasi-static Reinforced concrete Reinforcing steels Segments Seismic Seismic response Steel-concrete composite structure Structure-soil interaction Tubes |
title | Seismic performance of modular columns made of concrete filled FRP tubes |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T06%3A04%3A08IST&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=Seismic%20performance%20of%20modular%20columns%20made%20of%20concrete%20filled%20FRP%20tubes&rft.jtitle=Engineering%20structures&rft.au=Youm,%20Kwang-Soo&rft.date=2013-12-01&rft.volume=57&rft.spage=37&rft.epage=50&rft.pages=37-50&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2013.09.001&rft_dat=%3Cproquest_cross%3E1677925628%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c444t-a270f213ceacbfeebf64e0b2c0887753bbf1aa4b82e4c878182227c318b156793%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1551094668&rft_id=info:pmid/&rfr_iscdi=true |