Evaluation of response reduction factor and ductility factorfor RC braced frame
Response reduction factor is the factor by which the actual base shear force should be reduced, to obtain the design lateral force during design basic earthquake (DBE) shaking. The response reduction factor (R) is basically depends on Over strength (Rs), Ductility (Rµ), Redundancy (RR). So there is...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Mouloud Mammeri University of Tizi-Ouzou
2015-09-01
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| Series: | Journal of Materials and Engineering Structures |
| Subjects: | |
| Online Access: | http://revue.ummto.dz/index.php/JMES/article/view/370 |