Stability design of semi-continuous steel frame structures
Stability design procedures for semi-continuous steel frames are summarized herein. The indirect design procedure of semi-continuous frames conforms with the EC3 standard (European Code ENV-1993-1-1 1992). A new set of member stiffness equations for the effective length chart method is developed, ta...
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| Veröffentlicht in: | Journal of constructional steel research 1998-04, Vol.46 (1-3), p.99-101 |
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| creator | Gizejowski, M.A Papangelis, J.P Parameswar, H.C |
| description | Stability design procedures for semi-continuous steel frames are summarized herein. The indirect design procedure of semi-continuous frames conforms with the EC3 standard (European Code ENV-1993-1-1 1992). A new set of member stiffness equations for the effective length chart method is developed, taking into account the effect of semi-rigid joints. The member distribution factors are calculated with the use of so-called fixity factors. The direct design procedure proposed in this paper is based on the concept of advanced analysis which assumes the same partial safety factors for load components and sectional strengths as those used in the conventional limit states design method. The effect of semi-rigid connections is incorporated in the form of a Standardized Connection Model (SCM). The difference between the direct and indirect design procedures is that the resistance in the former refers to the complete structural system, whereas the resistance of each individual component is considered in the latter. |
| doi_str_mv | 10.1016/S0143-974X(98)00009-1 |
| format | Article |
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The indirect design procedure of semi-continuous frames conforms with the EC3 standard (European Code ENV-1993-1-1 1992). A new set of member stiffness equations for the effective length chart method is developed, taking into account the effect of semi-rigid joints. The member distribution factors are calculated with the use of so-called fixity factors. The direct design procedure proposed in this paper is based on the concept of advanced analysis which assumes the same partial safety factors for load components and sectional strengths as those used in the conventional limit states design method. The effect of semi-rigid connections is incorporated in the form of a Standardized Connection Model (SCM). The difference between the direct and indirect design procedures is that the resistance in the former refers to the complete structural system, whereas the resistance of each individual component is considered in the latter.</description><identifier>ISSN: 0143-974X</identifier><identifier>EISSN: 1873-5983</identifier><identifier>DOI: 10.1016/S0143-974X(98)00009-1</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>advanced analysis ; effective length ; semi-rigid joint ; Stability ; standardized connection model ; system reliability</subject><ispartof>Journal of constructional steel research, 1998-04, Vol.46 (1-3), p.99-101</ispartof><rights>1998</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c253t-9bebc86e13bdd1fef1c058f4160b12c70187b6d6b3e58015fffd6632a9d07fa93</citedby><cites>FETCH-LOGICAL-c253t-9bebc86e13bdd1fef1c058f4160b12c70187b6d6b3e58015fffd6632a9d07fa93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/S0143-974X(98)00009-1$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,777,781,3537,27905,27906,45976</link.rule.ids></links><search><creatorcontrib>Gizejowski, M.A</creatorcontrib><creatorcontrib>Papangelis, J.P</creatorcontrib><creatorcontrib>Parameswar, H.C</creatorcontrib><title>Stability design of semi-continuous steel frame structures</title><title>Journal of constructional steel research</title><description>Stability design procedures for semi-continuous steel frames are summarized herein. The indirect design procedure of semi-continuous frames conforms with the EC3 standard (European Code ENV-1993-1-1 1992). A new set of member stiffness equations for the effective length chart method is developed, taking into account the effect of semi-rigid joints. The member distribution factors are calculated with the use of so-called fixity factors. The direct design procedure proposed in this paper is based on the concept of advanced analysis which assumes the same partial safety factors for load components and sectional strengths as those used in the conventional limit states design method. The effect of semi-rigid connections is incorporated in the form of a Standardized Connection Model (SCM). The difference between the direct and indirect design procedures is that the resistance in the former refers to the complete structural system, whereas the resistance of each individual component is considered in the latter.</description><subject>advanced analysis</subject><subject>effective length</subject><subject>semi-rigid joint</subject><subject>Stability</subject><subject>standardized connection model</subject><subject>system reliability</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1998</creationdate><recordtype>article</recordtype><recordid>eNqFkElLBDEQhYMoOC4_QeiT6CGadLrTiReRwQ0GPIyCt5ClIpFexiQtzL-3Z0a8Wpeqw_cerx5CZ5RcUUL59ZLQimHZVO8XUlySaSSme2hGRcNwLQXbR7M_5BAdpfQ5MUIyMUM3y6xNaENeFw5S-OiLwRcJuoDt0OfQj8OYipQB2sJH3cF0x9HmMUI6QQdetwlOf_cxenu4f50_4cXL4_P8boFtWbOMpQFjBQfKjHPUg6eW1MJXlBNDS9uQKabhjhsGtSC09t47zlmppSON15Ido_Od7yoOXyOkrLqQLLSt7mFKp0reiLLiG7DegTYOKUXwahVDp-NaUaI2TaltU2pTg5JCbZtSdNLd7nQwffEdIKpkA_QWXIhgs3JD-MfhB1I2cY0</recordid><startdate>199804</startdate><enddate>199804</enddate><creator>Gizejowski, M.A</creator><creator>Papangelis, J.P</creator><creator>Parameswar, H.C</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>199804</creationdate><title>Stability design of semi-continuous steel frame structures</title><author>Gizejowski, M.A ; Papangelis, J.P ; Parameswar, H.C</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c253t-9bebc86e13bdd1fef1c058f4160b12c70187b6d6b3e58015fffd6632a9d07fa93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1998</creationdate><topic>advanced analysis</topic><topic>effective length</topic><topic>semi-rigid joint</topic><topic>Stability</topic><topic>standardized connection model</topic><topic>system reliability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Gizejowski, M.A</creatorcontrib><creatorcontrib>Papangelis, J.P</creatorcontrib><creatorcontrib>Parameswar, H.C</creatorcontrib><collection>CrossRef</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>Journal of constructional steel research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Gizejowski, M.A</au><au>Papangelis, J.P</au><au>Parameswar, H.C</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Stability design of semi-continuous steel frame structures</atitle><jtitle>Journal of constructional steel research</jtitle><date>1998-04</date><risdate>1998</risdate><volume>46</volume><issue>1-3</issue><spage>99</spage><epage>101</epage><pages>99-101</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>Stability design procedures for semi-continuous steel frames are summarized herein. The indirect design procedure of semi-continuous frames conforms with the EC3 standard (European Code ENV-1993-1-1 1992). A new set of member stiffness equations for the effective length chart method is developed, taking into account the effect of semi-rigid joints. The member distribution factors are calculated with the use of so-called fixity factors. The direct design procedure proposed in this paper is based on the concept of advanced analysis which assumes the same partial safety factors for load components and sectional strengths as those used in the conventional limit states design method. The effect of semi-rigid connections is incorporated in the form of a Standardized Connection Model (SCM). 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| ispartof | Journal of constructional steel research, 1998-04, Vol.46 (1-3), p.99-101 |
| issn | 0143-974X 1873-5983 |
| language | eng |
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| source | Elsevier ScienceDirect Journals |
| subjects | advanced analysis effective length semi-rigid joint Stability standardized connection model system reliability |
| title | Stability design of semi-continuous steel frame structures |
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