Optimization of Multiple Shape Memory Alloy Devices by a Genetic Algorithm for Seismic Response of a Tall Structure
Publication: Structures Congress 2008: 18th Analysis and Computation Specialty Conference
Abstract
The goal of this study is to show advantageous use of superelastic shape memory alloy (SMA) damping devices for amelioration of earthquake response in a tall steel frame structure. Damping systems discussed in this work are performance-based in that the three-story structure and its SMA bracing system are designed to minimize quantities calculated for response metrics due to a special time history of earthquake excitation. That is, a unique acceleration time-history is developed using RSPMatch2005 which adjusts an actual time-history record to fit a given design response spectrum and level of damping by means of a wavelet-based technique. In order for the frame to remain within allowable bounds of displacement and acceleration for the adjusted earthquake record, a number of SMA elements are optimized with respect to their area and location within the structure. Multiple-objective numerical optimization that simultaneously minimizes both structural displacements and accelerations is carried out using a genetic algorithm that employs NSGAII-CE. After design of an optimal SMA damping system is complete, full-scale experimental shake table tests are conducted on a large-scale steel frame that is braced with SMA elements at the National Center for Research on Earthquake Engineering (NCREE) in Taiwan. Then, a fuzzy inference system is developed to simulate the nonlinear dynamic material response of the SMA wires. Experimental and numerical results are compared in order to verify a subset of the results predicted by extensive numerical simulations. Finally, nonlinear dynamic analysis of a chevron-like braced frame is carried out to compare the performance of SMA and steel braces. It is shown that residual lateral displacement of the columns in a structure can be minimized or eliminated through a judicious selection of location and physical characteristics of the SMA devices.
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© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Algorithms
- Alloys
- Buildings
- Continuum mechanics
- Damping
- Dynamics (solid mechanics)
- Earthquake engineering
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Frames
- Geotechnical engineering
- High-rise buildings
- Materials engineering
- Mathematics
- Metals (material)
- Seismic effects
- Seismic tests
- Smart materials
- Solid mechanics
- Steel frames
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
- Tests (by type)
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