From: Seismic Vibration Control Using Superelastic Shape Memory Alloys Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: Seismic Vibration Control Using Superelastic Shape Memory Alloys J. Eng. Mater. Technol. 2006;128(3):294-301. doi:10.1115/1.2203109 Figure Legend: Proof-of-concept shake table model with 0.254mm(0.01in.) diameter SMA braces
From: Seismic Vibration Control Using Superelastic Shape Memory Alloys Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: Seismic Vibration Control Using Superelastic Shape Memory Alloys J. Eng. Mater. Technol. 2006;128(3):294-301. doi:10.1115/1.2203109 Figure Legend: Analytical displacement time history of the roof for the proof-of-concept model undergoing the LA21 ground motion scaled to 1.0PGA
From: Seismic Vibration Control Using Superelastic Shape Memory Alloys Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: Seismic Vibration Control Using Superelastic Shape Memory Alloys J. Eng. Mater. Technol. 2006;128(3):294-301. doi:10.1115/1.2203109 Figure Legend: Elevation and plan view of the three-story frame
From: Seismic Vibration Control Using Superelastic Shape Memory Alloys Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: Seismic Vibration Control Using Superelastic Shape Memory Alloys J. Eng. Mater. Technol. 2006;128(3):294-301. doi:10.1115/1.2203109 Figure Legend: Detail of the innovative SMA braces in the three-story frame
From: Seismic Vibration Control Using Superelastic Shape Memory Alloys Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: Seismic Vibration Control Using Superelastic Shape Memory Alloys J. Eng. Mater. Technol. 2006;128(3):294-301. doi:10.1115/1.2203109 Figure Legend: Force-displacement relationship for the SMA braces
From: Seismic Vibration Control Using Superelastic Shape Memory Alloys Date of download: 10/19/2017 Copyright © ASME. All rights reserved. From: Seismic Vibration Control Using Superelastic Shape Memory Alloys J. Eng. Mater. Technol. 2006;128(3):294-301. doi:10.1115/1.2203109 Figure Legend: Displacement time history of the roof experienced in the three-story frame excited by the LA06 record