Sub-Structure Pseudo-Dynamic Response Test of a Pseudo-Elastic Bracing System Made of Shape Memory Alloy

Article Preview

Abstract:

This paper deals with shape memory alloy. As a first step to assess the applicability of this kind of alloy in a structural system, a tension bar made of this kind of alloy that exhibits pseudo-elasticity at room temperature is used herein as a passive bracing system. This paper describes sub-structure pseudo-dynamic tests on pseudo-elastic bracing system with hysteretic damper. A pseudo-elastic bracing system is better to be used with other hysteretic elements such as a hysteretic damper. A damper provides energy dissipation within small displacement levels, and a pseudo-elastic bracing system works in turn as a back-up/fail-safe system when an accidental failure of damper or damper interface occurs, and also it helps to pull back the structure to the original position by uninstalling the damper after earthquake.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 297-300)

Pages:

628-634

Citation:

Online since:

November 2005

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2005 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Otani, H. Hiraishi, M. Midorikawa and M. Teshigawara: Research and Development of Smart Structural Systems, 12th World Conference on Earthquake Engineering (New Zealand 2000).

Google Scholar

[2] C.W. Ahn and Balachandran: Active control of multi tones transmitted into an enclosure, SPIE Conf. (San Diego 1998).

Google Scholar

[3] Los Alamos National Laboratory: Damage Identification and Health Monitoring of Structural and Mechanical Systems from Changes in Their Vibration Characteristics, A Literature Review, Los Alamos National Laboratory Report, LA-13070-MS (1996).

DOI: 10.2172/920237

Google Scholar