Seismic behavior of drilled beam section in moment connections
Abstract:Reduced Beam Section (RBS) and Drilled Beam Section (DBS) are seismic moment resistant frame connections, introduced after 1994 Northridge earthquake. RBS connection has been tested under cyclic loading and showed acceptable performance. In this paper, seismic behavior of Drilled Beam Secti...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2017-04-01
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| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_160424_08616d0408a99edba3e062bf7b3900e9.pdf |
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