Seismic Retrofit of Concrete Shear Walls with SMA Tension Braces
Author:
Affiliation:
1. Graduate Student, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur St., Ottawa, Canada ON K1N 6N5 (corresponding author).
2. Associate Professor, Dept. of Civil Engineering, York Univ., 4700 Keele St., Toronto, Canada ON M3J 1P3.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001936
Reference52 articles.
1. Abdulridha A. and Palermo D. (2017). “Behaviour and modelling of hybrid SMA-steel reinforced concrete slender shear wall.” Eng. Struct. 147 77–8910.1016/j.engstruct.2017.04.058.
2. Behavior and modeling of superelastic shape memory alloy reinforced concrete beams
3. Adachi Y. and Unjoh S. (1999). “Development of shape memory alloy damper for intelligent bridge systems.” Smart Structures and Materials 1999: Smart Systems for Bridges Structures and Highways Society of Photo-Optical Instrumentation Engineers Bellingham WA 31–42.
4. Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys
5. Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review
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