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What is Seismic Control Systems for Steel Frames about?

This thesis explores developing and assessing semi-active control algorithms for earthquake mitigation of steel moment frame buildings. Finite element models are used to simulate the response of 3-story and 9-story buildings to suites of earthquake ground motions. Both linear and nonlinear structural responses are considered. A variety of semi-active control laws targeting displacement, acceleration, and jerk are developed and evaluated statistically based on their ability to reduce structural response and

Author

Mohamed Riyaz

Language

EN