Hysteretic behavior of bolted-angle connections
This paper presents an experimental investigation on the hysteretic behavior of bolted-angle beam-to-column connections. The investigation focused on: (1) the inelastic behavior under large cyclic deformation, (2) the failure modes under cyclic loading, and (3) the energy-dissipation capacity of the...
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| Veröffentlicht in: | Journal of constructional steel research 1999-09, Vol.51 (3), p.201-218 |
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| creator | Shen, J Astaneh-Asl, A |
| description | This paper presents an experimental investigation on the hysteretic behavior of bolted-angle beam-to-column connections. The investigation focused on: (1) the inelastic behavior under large cyclic deformation, (2) the failure modes under cyclic loading, and (3) the energy-dissipation capacity of the bolted-angle connections. Two deformation patterns, distinguished by the relative strength of angles and bolts, had a significant influence on the hysteretic behavior of the connections. Based on the experimental results, hysteresis rules were established to lay a foundation for the development of a behavioral hysteresis model of bolted-angle connections. |
| doi_str_mv | 10.1016/S0143-974X(99)00030-9 |
| format | Article |
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The investigation focused on: (1) the inelastic behavior under large cyclic deformation, (2) the failure modes under cyclic loading, and (3) the energy-dissipation capacity of the bolted-angle connections. Two deformation patterns, distinguished by the relative strength of angles and bolts, had a significant influence on the hysteretic behavior of the connections. Based on the experimental results, hysteresis rules were established to lay a foundation for the development of a behavioral hysteresis model of bolted-angle connections.</description><identifier>ISSN: 0143-974X</identifier><identifier>EISSN: 1873-5983</identifier><identifier>DOI: 10.1016/S0143-974X(99)00030-9</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Bolted angle ; Cyclic ; Experiment ; Semi-rigid connection</subject><ispartof>Journal of constructional steel research, 1999-09, Vol.51 (3), p.201-218</ispartof><rights>1999 Elsevier Science Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c338t-dff740b2becada4a4017b73dc85b29a96cbb4545af6ff79df3175058932006073</citedby><cites>FETCH-LOGICAL-c338t-dff740b2becada4a4017b73dc85b29a96cbb4545af6ff79df3175058932006073</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)00030-9$$EHTML$$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>Hysteretic behavior of bolted-angle connections</title><title>Journal of constructional steel research</title><description>This paper presents an experimental investigation on the hysteretic behavior of bolted-angle beam-to-column connections. The investigation focused on: (1) the inelastic behavior under large cyclic deformation, (2) the failure modes under cyclic loading, and (3) the energy-dissipation capacity of the bolted-angle connections. Two deformation patterns, distinguished by the relative strength of angles and bolts, had a significant influence on the hysteretic behavior of the connections. Based on the experimental results, hysteresis rules were established to lay a foundation for the development of a behavioral hysteresis model of bolted-angle connections.</description><subject>Bolted angle</subject><subject>Cyclic</subject><subject>Experiment</subject><subject>Semi-rigid connection</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1999</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LAzEURYMoWKs_QZiV6CI2mWRmkpVIqVYouFDBXcjHG41MJzWZFvrvTVtx6-ptzr28exC6pOSWElpPXgjlDMuGv19LeUMIYQTLIzSiomG4koIdo9EfcorOUvrKkJBMjNBkvk0DRBi8LQx86o0PsQhtYUI3gMO6_-igsKHvwQ4-9OkcnbS6S3Dxe8fo7WH2Op3jxfPj0_R-gS1jYsCubRtOTGnAaqe55oQ2pmHOisqUUsvaGsMrXum2zqR0LaNNRar8U0lITRo2RleH3lUM32tIg1r6ZKHrdA9hnVRZS0FpzTJYHUAbQ0oRWrWKfqnjVlGidnrUXo_abVdSqr0eJXPu7pCDvGLjIapkPfQWnI95q3LB_9PwAxJ9bLw</recordid><startdate>19990901</startdate><enddate>19990901</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>19990901</creationdate><title>Hysteretic behavior of bolted-angle connections</title><author>Shen, J ; Astaneh-Asl, A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c338t-dff740b2becada4a4017b73dc85b29a96cbb4545af6ff79df3175058932006073</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1999</creationdate><topic>Bolted angle</topic><topic>Cyclic</topic><topic>Experiment</topic><topic>Semi-rigid connection</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>Hysteretic behavior of bolted-angle connections</atitle><jtitle>Journal of constructional steel research</jtitle><date>1999-09-01</date><risdate>1999</risdate><volume>51</volume><issue>3</issue><spage>201</spage><epage>218</epage><pages>201-218</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>This paper presents an experimental investigation on the hysteretic behavior of bolted-angle beam-to-column connections. The investigation focused on: (1) the inelastic behavior under large cyclic deformation, (2) the failure modes under cyclic loading, and (3) the energy-dissipation capacity of the bolted-angle connections. Two deformation patterns, distinguished by the relative strength of angles and bolts, had a significant influence on the hysteretic behavior of the connections. Based on the experimental results, hysteresis rules were established to lay a foundation for the development of a behavioral hysteresis model of bolted-angle connections.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/S0143-974X(99)00030-9</doi><tpages>18</tpages></addata></record> |
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| identifier | ISSN: 0143-974X |
| ispartof | Journal of constructional steel research, 1999-09, Vol.51 (3), p.201-218 |
| issn | 0143-974X 1873-5983 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_26981163 |
| source | Elsevier ScienceDirect Journals Complete - AutoHoldings |
| subjects | Bolted angle Cyclic Experiment Semi-rigid connection |
| title | Hysteretic behavior of bolted-angle connections |
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