Investigation of an Articulated Quadrilateral Bracing System utilizing Shape Memory Alloys

Published

March 1, 2017

Author(s)

Matthew S. Speicher, Reginald DesRoches, Roberto T. Leon

Abstract

A shape memory alloy based articulated quadrilateral bracing system is developed and experimentally tested for seismic resisting applications. The articulated quadrilateral arrangement provides a scalable, reconfigurable, convenient means of combining nickel-titanium (NiTi) wires and energy dissipating elements. This configuration creates a system with an adjustable amount of recentering and damping, which could potentially be used in a wide variety of new and existing buildings. For these prototype tests, NiTi wire bundles were combined with long C-shaped dampers to create a system with a good balance of recentering and energy dissipation. The system was subjected to cyclic loading to assess the behavior. The system maintained strength, ductility, and recentering after being cycled to 2 % drift, which is a typical maximum in structural systems if non-structural elements are to be preserved. An analytical case study demonstrated that shape memory alloy systems tend to distribute the deformation more evenly over the height of the structure compared to traditional systems, which is a desirable seismic performance characteristic. It is envisioned that, by using the same basic bracing setup, a wide range of force-deformation responses can be at an engineer’s disposal.

Citation

Journal of Constructional Steel Research

Volume

130

Pub Type

Journals

Download Paper

https://doi.org/10.1016/j.jcsr.2016.11.022

Local Download

Keywords

Shape Memory Alloys, NiTi, Recentering, Seismic Retrofit, Braced Frame, Tension Bracing

Citation

Speicher, M. , DesRoches, R. and Leon, R. (2017), Investigation of an Articulated Quadrilateral Bracing System utilizing Shape Memory Alloys, Journal of Constructional Steel Research, [online], https://doi.org/10.1016/j.jcsr.2016.11.022 (Accessed December 12, 2024)