Utomo, Junaedi (2011) Composite Columns in Low-to-Medium-Rise SCBFs with the Two-Story XConfiguration Braces. In: THE 3 rd INTERNATIONAL CONFERENCE OF European Asian Civil Engineering Forum (EACEF) 2011, 20 – 22 September 2011, Grand Quality Hotel, Yogyakarta.
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Abstract
Column demands of special concentrically braced frames (SCBFs) were investigated by Richards (2009). In low-rise SCBFs with braces in the two-story X-configuration, column demands were up to 100% greater than those commonly used in the design because of force redistribution that occurs after brace buckling. The 2005 AISC Seismic Provisions do not require columns to be designed for the maximum force that can be delivered to them if
| Item Type: | Conference or Workshop Item (Paper) |
|---|---|
| Uncontrolled Keywords: | 2005 AISC Specification, column demand, composite column, special concentrically braced frame, two-story X-configuration braces |
| Subjects: | Sipil > Struktur Sipil > Struktur |
| Divisions: | Fakultas Teknik > Program Studi Teknik Sipil |
| Depositing User: | wiwid bartolomeus wijayanto |
| Date Deposited: | 19 Aug 2019 03:23 |
| Last Modified: | 19 Aug 2019 03:23 |
| URI: | http://e-journal.uajy.ac.id/id/eprint/19675 |
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