Optimal Design of Liquid Dampers for Structural Vibration Control Based on GA and <svg     style="vertical-align:-4.47127pt;width:36.412498px;" id="M1" height="20.262501" version="1.1" viewBox="0 0 36.412498 20.262501" width="36.412498"  xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg">
	
		
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</svg> Norm

<table>Frequency response curve of top floor’s displacement <svg height="15.1125" id="M115" style="vertical-align:-2.3205pt" version="1.1" viewbox="0 0 48.025002 15.1125" width="48.025002" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>.</table>

Mathematical Problems in Engineering

fig6

Figure 6

Figure 6: Optimal Design of Liquid Dampers for Structural Vibration Control Based on GA and <svg     style="vertical-align:-4.47127pt;width:36.412498px;" id="M1" height="20.262501" version="1.1" viewBox="0 0 36.412498 20.262501" width="36.412498"  xmlns:xlink="http://www.w3.org/1999/xlink" xmlns="http://www.w3.org/2000/svg">
	
		
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</svg> Norm 

Mathematical Problems in Engineering

Optimal Design of Liquid Dampers for Structural Vibration Control Based on GA and Norm

Figure 6