BEHAVIOR FACTOR OF STEEL DUAL FRAMES WITH LARGE- SCALED CONCENTRICALLY BRACING SYSTEMS
In this paper, the seismic behavior of steel dual frames with large-scaled concentrically bracings have been evaluated at special ductility level, and then the ductility reduction factor and the over-strength reduction factor for this type of structural system have been calculated. To do so, multi-s...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
| Published: |
Semnan University
2013-01-01
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| Series: | مجله مدل سازی در مهندسی |
| Subjects: | |
| Online Access: | https://modelling.semnan.ac.ir/article_1626_13f934c9bd36f17935869936cf7a76d1.pdf |