Simplified procedure for determining buckling loads of three-dimensional framed structures
A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed. The procedure utilises lateral load analysis of structures and yields errors less than 10%, which may be considered suitable for design purposes. The structures with...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 2007-09, Vol.29 (9), p.2344-2352 |
|---|---|
| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 2352 |
|---|---|
| container_issue | 9 |
| container_start_page | 2344 |
| container_title | Engineering structures |
| container_volume | 29 |
| creator | Girgin, Konuralp Ozmen, Gunay |
| description | A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed. The procedure utilises lateral load analysis of structures and yields errors less than 10%, which may be considered suitable for design purposes. The structures with or without rigid floor diaphragms may be considered readily. Buckling loads of both regular and irregular structures may be obtained. The proposed procedure is applied to several numerical examples and it is shown that all the errors are in the acceptable range and generally on the safe side. Determining the buckling loads of structures using SAP2000 is also discussed. |
| doi_str_mv | 10.1016/j.engstruct.2006.11.026 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_30107767</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029606004998</els_id><sourcerecordid>30107767</sourcerecordid><originalsourceid>FETCH-LOGICAL-c376t-34d329b84453a379d8af54c5895888620dd1c7b487f27209bb330c0a57367a103</originalsourceid><addsrcrecordid>eNqFkDtPxDAQhC0EEsfjN5AGuoS1ndhOeTrxkpAogIbGcuwN-MjjsBMk_j0-HYKSareYnZn9CDmjUFCg4nJd4PAapzDbqWAAoqC0ACb2yIIqyXPJGd8nC6AlzYHV4pAcxbgGAKYULMjLo-83nW89umwTRotuDpi1Y8gcThh6P_jhNWtm-95tl240LmZjm01vATF3vsch-nEwXdYG0yeTXZNkEk_IQWu6iKc_85g8X189rW7z-4ebu9XyPrdciinnpeOsblRZVtxwWTtl2qq0laorpZRg4By1simVbJlkUDcN52DBVJILaSjwY3Kx8039P2aMk-59tNh1ZsBxjpoDBSmFTEK5E9owxhiw1ZvgexO-NAW9ZanX-pel3rLUlOrEMl2e_0SYaE2XXh2sj3_nqlaiLFXSLXc6TP9-egw6Wo9DouoDJk83-n-zvgGIdY-g</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>30107767</pqid></control><display><type>article</type><title>Simplified procedure for determining buckling loads of three-dimensional framed structures</title><source>Elsevier ScienceDirect Journals</source><creator>Girgin, Konuralp ; Ozmen, Gunay</creator><creatorcontrib>Girgin, Konuralp ; Ozmen, Gunay</creatorcontrib><description>A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed. The procedure utilises lateral load analysis of structures and yields errors less than 10%, which may be considered suitable for design purposes. The structures with or without rigid floor diaphragms may be considered readily. Buckling loads of both regular and irregular structures may be obtained. The proposed procedure is applied to several numerical examples and it is shown that all the errors are in the acceptable range and generally on the safe side. Determining the buckling loads of structures using SAP2000 is also discussed.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2006.11.026</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Applied sciences ; Buckling load ; Buckling modes ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Irregular structures ; Isolated subassembly ; Rigid floor diaphragms ; SAP2000 applications ; Stresses. Safety ; Structural analysis. Stresses</subject><ispartof>Engineering structures, 2007-09, Vol.29 (9), p.2344-2352</ispartof><rights>2006 Elsevier Ltd</rights><rights>2008 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c376t-34d329b84453a379d8af54c5895888620dd1c7b487f27209bb330c0a57367a103</citedby><cites>FETCH-LOGICAL-c376t-34d329b84453a379d8af54c5895888620dd1c7b487f27209bb330c0a57367a103</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2006.11.026$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,45974</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18986448$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Girgin, Konuralp</creatorcontrib><creatorcontrib>Ozmen, Gunay</creatorcontrib><title>Simplified procedure for determining buckling loads of three-dimensional framed structures</title><title>Engineering structures</title><description>A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed. The procedure utilises lateral load analysis of structures and yields errors less than 10%, which may be considered suitable for design purposes. The structures with or without rigid floor diaphragms may be considered readily. Buckling loads of both regular and irregular structures may be obtained. The proposed procedure is applied to several numerical examples and it is shown that all the errors are in the acceptable range and generally on the safe side. Determining the buckling loads of structures using SAP2000 is also discussed.</description><subject>Applied sciences</subject><subject>Buckling load</subject><subject>Buckling modes</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Irregular structures</subject><subject>Isolated subassembly</subject><subject>Rigid floor diaphragms</subject><subject>SAP2000 applications</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNqFkDtPxDAQhC0EEsfjN5AGuoS1ndhOeTrxkpAogIbGcuwN-MjjsBMk_j0-HYKSareYnZn9CDmjUFCg4nJd4PAapzDbqWAAoqC0ACb2yIIqyXPJGd8nC6AlzYHV4pAcxbgGAKYULMjLo-83nW89umwTRotuDpi1Y8gcThh6P_jhNWtm-95tl240LmZjm01vATF3vsch-nEwXdYG0yeTXZNkEk_IQWu6iKc_85g8X189rW7z-4ebu9XyPrdciinnpeOsblRZVtxwWTtl2qq0laorpZRg4By1simVbJlkUDcN52DBVJILaSjwY3Kx8039P2aMk-59tNh1ZsBxjpoDBSmFTEK5E9owxhiw1ZvgexO-NAW9ZanX-pel3rLUlOrEMl2e_0SYaE2XXh2sj3_nqlaiLFXSLXc6TP9-egw6Wo9DouoDJk83-n-zvgGIdY-g</recordid><startdate>20070901</startdate><enddate>20070901</enddate><creator>Girgin, Konuralp</creator><creator>Ozmen, Gunay</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20070901</creationdate><title>Simplified procedure for determining buckling loads of three-dimensional framed structures</title><author>Girgin, Konuralp ; Ozmen, Gunay</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c376t-34d329b84453a379d8af54c5895888620dd1c7b487f27209bb330c0a57367a103</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Applied sciences</topic><topic>Buckling load</topic><topic>Buckling modes</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Exact sciences and technology</topic><topic>Irregular structures</topic><topic>Isolated subassembly</topic><topic>Rigid floor diaphragms</topic><topic>SAP2000 applications</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Girgin, Konuralp</creatorcontrib><creatorcontrib>Ozmen, Gunay</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</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>Girgin, Konuralp</au><au>Ozmen, Gunay</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Simplified procedure for determining buckling loads of three-dimensional framed structures</atitle><jtitle>Engineering structures</jtitle><date>2007-09-01</date><risdate>2007</risdate><volume>29</volume><issue>9</issue><spage>2344</spage><epage>2352</epage><pages>2344-2352</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed. The procedure utilises lateral load analysis of structures and yields errors less than 10%, which may be considered suitable for design purposes. The structures with or without rigid floor diaphragms may be considered readily. Buckling loads of both regular and irregular structures may be obtained. The proposed procedure is applied to several numerical examples and it is shown that all the errors are in the acceptable range and generally on the safe side. Determining the buckling loads of structures using SAP2000 is also discussed.</abstract><cop>Amsterdam</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2006.11.026</doi><tpages>9</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 2007-09, Vol.29 (9), p.2344-2352 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_30107767 |
| source | Elsevier ScienceDirect Journals |
| subjects | Applied sciences Buckling load Buckling modes Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Irregular structures Isolated subassembly Rigid floor diaphragms SAP2000 applications Stresses. Safety Structural analysis. Stresses |
| title | Simplified procedure for determining buckling loads of three-dimensional framed structures |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-22T22%3A22%3A53IST&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=Simplified%20procedure%20for%20determining%20buckling%20loads%20of%20three-dimensional%20framed%20structures&rft.jtitle=Engineering%20structures&rft.au=Girgin,%20Konuralp&rft.date=2007-09-01&rft.volume=29&rft.issue=9&rft.spage=2344&rft.epage=2352&rft.pages=2344-2352&rft.issn=0141-0296&rft.eissn=1873-7323&rft.coden=ENSTDF&rft_id=info:doi/10.1016/j.engstruct.2006.11.026&rft_dat=%3Cproquest_cross%3E30107767%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=30107767&rft_id=info:pmid/&rft_els_id=S0141029606004998&rfr_iscdi=true |