Hysteresis model of bolted-angle connections
This paper presents a hysteretic model of bolted-angle connections for seismic analysis of semi-rigid steel frames with bolted connections. A semi-rigid beam-to-column connection is divided into a finite number of fiber elements. Hysteretic behavior of the fiber elements under repeated tension and c...
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| Veröffentlicht in: | Journal of constructional steel research 2000-06, Vol.54 (3), p.317-343 |
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| container_title | Journal of constructional steel research |
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| creator | Shen, J. Astaneh-Asl, A. |
| description | This paper presents a hysteretic model of bolted-angle connections for seismic analysis of semi-rigid steel frames with bolted connections. A semi-rigid beam-to-column connection is divided into a finite number of fiber elements. Hysteretic behavior of the fiber elements under repeated tension and compression has been established using the combined experimental and analytical results. The model has been implemented into a general purpose computer program and agrees well with experimental results. The main features of the model include: (1) Parameters of the model are directly related to a connection design; (2) Hysteresis rules are developed directly from comprehensive experiments specifically designed for modeling. |
| doi_str_mv | 10.1016/S0143-974X(99)00070-X |
| format | Article |
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A semi-rigid beam-to-column connection is divided into a finite number of fiber elements. Hysteretic behavior of the fiber elements under repeated tension and compression has been established using the combined experimental and analytical results. The model has been implemented into a general purpose computer program and agrees well with experimental results. The main features of the model include: (1) Parameters of the model are directly related to a connection design; (2) Hysteresis rules are developed directly from comprehensive experiments specifically designed for modeling.</description><identifier>ISSN: 0143-974X</identifier><identifier>EISSN: 1873-5983</identifier><identifier>DOI: 10.1016/S0143-974X(99)00070-X</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analytical model ; Bolted angles ; Hysteresis ; Seismic design</subject><ispartof>Journal of constructional steel research, 2000-06, Vol.54 (3), p.317-343</ispartof><rights>2000 Elsevier Science Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c338t-e445324515f8484cde338e886fa8fd945adf54592f3f9d133134581fb217ee163</citedby><cites>FETCH-LOGICAL-c338t-e445324515f8484cde338e886fa8fd945adf54592f3f9d133134581fb217ee163</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(99)00070-X$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,778,782,3539,27907,27908,45978</link.rule.ids></links><search><creatorcontrib>Shen, J.</creatorcontrib><creatorcontrib>Astaneh-Asl, A.</creatorcontrib><title>Hysteresis model of bolted-angle connections</title><title>Journal of constructional steel research</title><description>This paper presents a hysteretic model of bolted-angle connections for seismic analysis of semi-rigid steel frames with bolted connections. 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The main features of the model include: (1) Parameters of the model are directly related to a connection design; (2) Hysteresis rules are developed directly from comprehensive experiments specifically designed for modeling.</description><subject>Analytical model</subject><subject>Bolted angles</subject><subject>Hysteresis</subject><subject>Seismic design</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2000</creationdate><recordtype>article</recordtype><recordid>eNqFkMFKAzEURYMoWKufIMxKFIwmk6STrESKWqHgQoXZhWnyIpHppOZNhf6901bcunrwOPfCuYScc3bDGZ_cvjIuBTWVrC-NuWKMVYzWB2TEdSWoMlocktEfckxOED8HSBuhR-R6tsEeMmDEYpk8tEUKxSK1PXjadB8tFC51Hbg-pg5PyVFoWoSz3zsm748Pb9MZnb88PU_v59QJoXsKUipRSsVV0FJL52F4g9aT0OjgjVSND0oqUwYRjOdCcCGV5mFR8gqAT8SYXOx7Vzl9rQF7u4zooG2bDtIabVkpyY3cgmoPupwQMwS7ynHZ5I3lzG63sbtt7FbcGmN329h6yN3tczBYfEfIFl2EzoGPeXC1PsV_Gn4A6WtrJw</recordid><startdate>20000601</startdate><enddate>20000601</enddate><creator>Shen, J.</creator><creator>Astaneh-Asl, A.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20000601</creationdate><title>Hysteresis model of bolted-angle connections</title><author>Shen, J. ; Astaneh-Asl, A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-e445324515f8484cde338e886fa8fd945adf54592f3f9d133134581fb217ee163</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2000</creationdate><topic>Analytical model</topic><topic>Bolted angles</topic><topic>Hysteresis</topic><topic>Seismic design</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shen, J.</creatorcontrib><creatorcontrib>Astaneh-Asl, A.</creatorcontrib><collection>CrossRef</collection><collection>Earthquake Engineering 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>Journal of constructional steel research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shen, J.</au><au>Astaneh-Asl, A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Hysteresis model of bolted-angle connections</atitle><jtitle>Journal of constructional steel research</jtitle><date>2000-06-01</date><risdate>2000</risdate><volume>54</volume><issue>3</issue><spage>317</spage><epage>343</epage><pages>317-343</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>This paper presents a hysteretic model of bolted-angle connections for seismic analysis of semi-rigid steel frames with bolted connections. A semi-rigid beam-to-column connection is divided into a finite number of fiber elements. Hysteretic behavior of the fiber elements under repeated tension and compression has been established using the combined experimental and analytical results. The model has been implemented into a general purpose computer program and agrees well with experimental results. The main features of the model include: (1) Parameters of the model are directly related to a connection design; (2) Hysteresis rules are developed directly from comprehensive experiments specifically designed for modeling.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0143-974X(99)00070-X</doi><tpages>27</tpages></addata></record> |
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| identifier | ISSN: 0143-974X |
| ispartof | Journal of constructional steel research, 2000-06, Vol.54 (3), p.317-343 |
| issn | 0143-974X 1873-5983 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_27541946 |
| source | ScienceDirect Journals (5 years ago - present) |
| subjects | Analytical model Bolted angles Hysteresis Seismic design |
| title | Hysteresis model of bolted-angle connections |
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