Numerical study on the behavior of link-to-column connections in eccentrically braced frames
Geometry of eccentrically braced frames (EBFs) in some cases causes the connection of link beam to the column. The details of such conditions should be studied carefully due to the full plastic rotation in the link beam. In this research, the behavior of link-to-column connection is modeled and the...
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| Format: | Article |
| Language: | English |
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K. N. Toosi University of Technology
2014-05-01
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| Series: | Numerical Methods in Civil Engineering |
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| Online Access: | https://nmce.kntu.ac.ir/article_160410_13eade25d2a7cd7d39a125826555759b.pdf |
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| _version_ | 1846114686613848064 |
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| author | Fakhredin Danesh Mohammad ali Faridalam |
| author_facet | Fakhredin Danesh Mohammad ali Faridalam |
| author_sort | Fakhredin Danesh |
| collection | DOAJ |
| description | Geometry of eccentrically braced frames (EBFs) in some cases causes the connection of link beam to the column. The details of such conditions should be studied carefully due to the full plastic rotation in the link beam. In this research, the behavior of link-to-column connection is modeled and the failure modes are considered. Based on the previous researches shear link can exhibit better behavior in such conditions. However, different models are designed and analyzed using finite element method to investigate the influence of short, medium and long link beams on the failure modes of the connections. Two types of connections are applied in designing these models. The results show that models with access hole in connection details are failed before achieving 50% full plastic rotation in the link beams. Besides, in the connections without access hole, the link beams behave as ductile elements and experience up to 90% full plastic rotation that are recommended by the codes. |
| format | Article |
| id | doaj-art-b2cba6ed111c42b9997e315713076e7f |
| institution | Kabale University |
| issn | 2345-4296 2783-3941 |
| language | English |
| publishDate | 2014-05-01 |
| publisher | K. N. Toosi University of Technology |
| record_format | Article |
| series | Numerical Methods in Civil Engineering |
| spelling | doaj-art-b2cba6ed111c42b9997e315713076e7f2024-12-20T08:37:10ZengK. N. Toosi University of TechnologyNumerical Methods in Civil Engineering2345-42962783-39412014-05-01111610.29252/nmce.1.1.1160410Numerical study on the behavior of link-to-column connections in eccentrically braced framesFakhredin Danesh0Mohammad ali Faridalam1Associate Professor, Civil Engineering Department ,K.N. Toosi University of Technology, Tehran IranMSc in earthquake engineering,Civil Engineering Department,K.N. Toosi University of Technology,IranGeometry of eccentrically braced frames (EBFs) in some cases causes the connection of link beam to the column. The details of such conditions should be studied carefully due to the full plastic rotation in the link beam. In this research, the behavior of link-to-column connection is modeled and the failure modes are considered. Based on the previous researches shear link can exhibit better behavior in such conditions. However, different models are designed and analyzed using finite element method to investigate the influence of short, medium and long link beams on the failure modes of the connections. Two types of connections are applied in designing these models. The results show that models with access hole in connection details are failed before achieving 50% full plastic rotation in the link beams. Besides, in the connections without access hole, the link beams behave as ductile elements and experience up to 90% full plastic rotation that are recommended by the codes.https://nmce.kntu.ac.ir/article_160410_13eade25d2a7cd7d39a125826555759b.pdfkeywords: eccentrically braced framesconnectionseismic design |
| spellingShingle | Fakhredin Danesh Mohammad ali Faridalam Numerical study on the behavior of link-to-column connections in eccentrically braced frames Numerical Methods in Civil Engineering keywords: eccentrically braced frames connection seismic design |
| title | Numerical study on the behavior of link-to-column connections in eccentrically braced frames |
| title_full | Numerical study on the behavior of link-to-column connections in eccentrically braced frames |
| title_fullStr | Numerical study on the behavior of link-to-column connections in eccentrically braced frames |
| title_full_unstemmed | Numerical study on the behavior of link-to-column connections in eccentrically braced frames |
| title_short | Numerical study on the behavior of link-to-column connections in eccentrically braced frames |
| title_sort | numerical study on the behavior of link to column connections in eccentrically braced frames |
| topic | keywords: eccentrically braced frames connection seismic design |
| url | https://nmce.kntu.ac.ir/article_160410_13eade25d2a7cd7d39a125826555759b.pdf |
| work_keys_str_mv | AT fakhredindanesh numericalstudyonthebehavioroflinktocolumnconnectionsineccentricallybracedframes AT mohammadalifaridalam numericalstudyonthebehavioroflinktocolumnconnectionsineccentricallybracedframes |