Estimation of seismic drift and ductility demands in planar regular X-braced steel frames.
This paper summarizes the results of an extensive study on the inelastic seismic response of X-braced steel buildings. More than 100 regular multi-storey tension-compression X-braced steel frames are subjected to an ensemble of 30 ordinary (i.e. without near fault effects) ground motions. The record...
| Published in: | Earthquake engineering & structural dynamics. 36, 15 (2007). |
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| Format: | Article |
| Language: | English |
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