Acceleration response modification factors for nonstructural components attached to inelastic moment-resisting frame structures.
A statistical analysis of the peak acceleration demands for nonstructural components (NSCs) supported on a variety of stiff and flexible inelastic regular moment-resisting frame structures with periods from 0.3 to 3.0 s exposed to 40 far-field ground motions is presented. Peak component acceleration...
| Published in: | Earthquake engineering & structural dynamics. 36, 14 (2007). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
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