A model order reduction framework for performance-based seismic design optimization of friction-tuned mass dampers in large-scale L-shaped buildings with shear cores
L-shaped buildings experiencing seismic-induced oscillations are prone to stress concentrations at their re-entrant corners. Thus, the conventional rigid diaphragm assumption for slabs may not apply, requiring a more refined finite element model. A thorough literature review indicates that studies o...
Saved in:
Published in | Structures (Oxford) Vol. 77; p. 109073 |
---|---|
Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.07.2025
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Be the first to leave a comment!