SUGGESTIONS TO REMOVE THE CONTINUITY PLATES OF BOX COLUMNS
Three main parameters in steel moment-resisting connection (MRC) design are; stiffness, strength, and ductility. The response of the beam-to-column connections is strongly affect...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
| Published: |
Sharif University of Technology
2018-08-01
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| Series: | مهندسی عمران شریف |
| Subjects: | |
| Online Access: | https://sjce.journals.sharif.edu/article_1351_c50a7e61df0f85d9441c8bf737fff9e8.pdf |