Boundary condition effect on response modification factor of X-braced steel frames
Design of the structures to resist seismic force depends on the theory of dissipation in elastic energy that already exists in response modification factor “R-factor”. The main problem in codes gives a constant value for R-factor, since change in boundary conditions of building change in behavior of...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2018-04-01
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| Series: | HBRC Journal |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404816300025 |