Cyclic and Explosive Evaluation of New Proposed Steel Joint
The behaviour of a novel steel beam-to-column connection, the saddlebag, subjected to cyclic and progressive collapse, was evaluated in this paper. The cyclic behaviour considered the interstory drift angle and flexural strength in accordance with 2010 AISC Seismic Provisions, while progressive coll...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2016-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2016/4975097 |
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| author | Iman Faridmehr Yusof Ahmad Mahmood Md. Tahir Mohd Hanim Osman |
| author_facet | Iman Faridmehr Yusof Ahmad Mahmood Md. Tahir Mohd Hanim Osman |
| author_sort | Iman Faridmehr |
| collection | DOAJ |
| description | The behaviour of a novel steel beam-to-column connection, the saddlebag, subjected to cyclic and progressive collapse, was evaluated in this paper. The cyclic behaviour considered the interstory drift angle and flexural strength in accordance with 2010 AISC Seismic Provisions, while progressive collapse assessment was evaluated through the plastic hinge rotation angle based on acceptance criteria provided in the UFC 4-023-03 guideline. From the cyclic test, one complete cycle of an interstory drift angle of 0.06 rad was satisfied for the saddlebag connection, which is an indication of the effectiveness in accordance with 2010 AISC Seismic Provisions. Besides, the new proposed connection developed adequate catenary action, which is a fundamental criterion to resist against progressive collapse. The resulting fuller hysteretic loops with large energy dissipation capacity in the proposed saddlebag connection guarantee its ability to address the inelastic deformation demands in earthquake conditions. |
| format | Article |
| id | doaj-art-ba412f09e294419d9629ade9f1dff623 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2016-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-ba412f09e294419d9629ade9f1dff6232025-02-03T06:47:53ZengWileyAdvances in Civil Engineering1687-80861687-80942016-01-01201610.1155/2016/49750974975097Cyclic and Explosive Evaluation of New Proposed Steel JointIman Faridmehr0Yusof Ahmad1Mahmood Md. Tahir2Mohd Hanim Osman3UTM Construction Research Centre (CRC), Institute of Smart Infrastructures and Innovative Construction, Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, MalaysiaFaculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor, MalaysiaUTM Construction Research Centre (CRC), Institute of Smart Infrastructures and Innovative Construction, Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, MalaysiaUTM Construction Research Centre (CRC), Institute of Smart Infrastructures and Innovative Construction, Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, MalaysiaThe behaviour of a novel steel beam-to-column connection, the saddlebag, subjected to cyclic and progressive collapse, was evaluated in this paper. The cyclic behaviour considered the interstory drift angle and flexural strength in accordance with 2010 AISC Seismic Provisions, while progressive collapse assessment was evaluated through the plastic hinge rotation angle based on acceptance criteria provided in the UFC 4-023-03 guideline. From the cyclic test, one complete cycle of an interstory drift angle of 0.06 rad was satisfied for the saddlebag connection, which is an indication of the effectiveness in accordance with 2010 AISC Seismic Provisions. Besides, the new proposed connection developed adequate catenary action, which is a fundamental criterion to resist against progressive collapse. The resulting fuller hysteretic loops with large energy dissipation capacity in the proposed saddlebag connection guarantee its ability to address the inelastic deformation demands in earthquake conditions.http://dx.doi.org/10.1155/2016/4975097 |
| spellingShingle | Iman Faridmehr Yusof Ahmad Mahmood Md. Tahir Mohd Hanim Osman Cyclic and Explosive Evaluation of New Proposed Steel Joint Advances in Civil Engineering |
| title | Cyclic and Explosive Evaluation of New Proposed Steel Joint |
| title_full | Cyclic and Explosive Evaluation of New Proposed Steel Joint |
| title_fullStr | Cyclic and Explosive Evaluation of New Proposed Steel Joint |
| title_full_unstemmed | Cyclic and Explosive Evaluation of New Proposed Steel Joint |
| title_short | Cyclic and Explosive Evaluation of New Proposed Steel Joint |
| title_sort | cyclic and explosive evaluation of new proposed steel joint |
| url | http://dx.doi.org/10.1155/2016/4975097 |
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