Abstract
Direct performance-based design methodology that incorporates traditional performance-based design and semi-active smart damping devices (i.e., magnetorheological (MR) damper) has been investigated through the application of multi-objective optimization. This design method achieves multiple objectives in which cost and efficiency are simultaneously optimized to achieve multiple performance levels subjected to multiple hazard levels. For numerical study, large-scale 200. kN MR dampers have been installed in a 9-story moment-resisting frame building to carry out multi-objective optimization using genetic algorithm. Minimum interstory drift during through nonlinear time history analysis and minimum number of MR dampers installed are considered as performance-based design objectives. Several MR damper location layouts have been obtained through the optimization. Nonlinear time history analyses have been carried out to evaluate performance of each MR damper device layout.
Original language | English (US) |
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Pages (from-to) | 60-72 |
Number of pages | 13 |
Journal | Engineering Structures |
Volume | 71 |
DOIs | |
State | Published - Jul 15 2014 |
Keywords
- Genetic algorithm
- High-rise building
- Magnetorheological damper
- Multi-objective
- Nonlinear structure
- Nonlinear time history analysis
- Performance-based design
ASJC Scopus subject areas
- Civil and Structural Engineering