Performance of various connection system for IBS structure subjected to cyclic load
Nowadays, application of precast constructions is increasing, due to benefit of the industrialized building systems, specially the performance of this type of construction structures when effects of dynamic loads are considered. Precast beam column connection is mostly the critical part in the struc...
| Main Authors: | , , |
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| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
Springer Nature Singapore
2017
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| Online Access: | http://psasir.upm.edu.my/id/eprint/64614/ http://psasir.upm.edu.my/id/eprint/64614/1/Performance%20of%20various%20connection%20system%20for%20IBS%20structure%20subjected%20to%20cyclic%20load.pdf |
| _version_ | 1848855048823504896 |
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| author | Sadeq, Iman Hejazi, Farzad Jabbar, Sarah |
| author_facet | Sadeq, Iman Hejazi, Farzad Jabbar, Sarah |
| author_sort | Sadeq, Iman |
| building | UPM Institutional Repository |
| collection | Online Access |
| description | Nowadays, application of precast constructions is increasing, due to benefit of the industrialized building systems, specially the performance of this type of construction structures when effects of dynamic loads are considered. Precast beam column connection is mostly the critical part in the structures to resist the loads, so that the attention must be paid while designing such connections. Therefore, the aim of this study is to evaluate the efficiency of the precast concrete beam–column connection comparing with the conventional joints. Three-dimensional nonlinear analysis was conducted using finite element method with five beam–column connections under the effect of cyclic load, bearing pad, steel dowel, and steel angle cleat were used to improve the connections performance. The results indicated that the using of steel angle cleat and dowel together and doubling angle cleat have improved the lateral resistance of the precast connections as well as the lateral stiffness and the ability to dissipate damage energy when comparing with the conventional joint performance. |
| first_indexed | 2025-11-15T11:19:34Z |
| format | Conference or Workshop Item |
| id | upm-64614 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T11:19:34Z |
| publishDate | 2017 |
| publisher | Springer Nature Singapore |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-646142018-08-13T03:10:21Z http://psasir.upm.edu.my/id/eprint/64614/ Performance of various connection system for IBS structure subjected to cyclic load Sadeq, Iman Hejazi, Farzad Jabbar, Sarah Nowadays, application of precast constructions is increasing, due to benefit of the industrialized building systems, specially the performance of this type of construction structures when effects of dynamic loads are considered. Precast beam column connection is mostly the critical part in the structures to resist the loads, so that the attention must be paid while designing such connections. Therefore, the aim of this study is to evaluate the efficiency of the precast concrete beam–column connection comparing with the conventional joints. Three-dimensional nonlinear analysis was conducted using finite element method with five beam–column connections under the effect of cyclic load, bearing pad, steel dowel, and steel angle cleat were used to improve the connections performance. The results indicated that the using of steel angle cleat and dowel together and doubling angle cleat have improved the lateral resistance of the precast connections as well as the lateral stiffness and the ability to dissipate damage energy when comparing with the conventional joint performance. Springer Nature Singapore 2017 Conference or Workshop Item PeerReviewed text en http://psasir.upm.edu.my/id/eprint/64614/1/Performance%20of%20various%20connection%20system%20for%20IBS%20structure%20subjected%20to%20cyclic%20load.pdf Sadeq, Iman and Hejazi, Farzad and Jabbar, Sarah (2017) Performance of various connection system for IBS structure subjected to cyclic load. In: Global Civil Engineering Conference (GCEC 2017), 25-28 July 2017, Kuala Lumpur, Malaysia. (pp. 543-559). https://link.springer.com/chapter/10.1007/978-981-10-8016-6_43 10.1007/978-981-10-8016-6_43 |
| spellingShingle | Sadeq, Iman Hejazi, Farzad Jabbar, Sarah Performance of various connection system for IBS structure subjected to cyclic load |
| title | Performance of various connection system for IBS structure subjected to cyclic load |
| title_full | Performance of various connection system for IBS structure subjected to cyclic load |
| title_fullStr | Performance of various connection system for IBS structure subjected to cyclic load |
| title_full_unstemmed | Performance of various connection system for IBS structure subjected to cyclic load |
| title_short | Performance of various connection system for IBS structure subjected to cyclic load |
| title_sort | performance of various connection system for ibs structure subjected to cyclic load |
| url | http://psasir.upm.edu.my/id/eprint/64614/ http://psasir.upm.edu.my/id/eprint/64614/ http://psasir.upm.edu.my/id/eprint/64614/ http://psasir.upm.edu.my/id/eprint/64614/1/Performance%20of%20various%20connection%20system%20for%20IBS%20structure%20subjected%20to%20cyclic%20load.pdf |