Innovative hybrid damper with structural steel and nickel–titanium shape memory alloy bars
Author:
Affiliation:
1. Assistant Professor, Department of civil engineering, North Tehran Branch, Islamic Azad University, Tehran, Iran (corresponding author: )
2. Professor, Civil Engineering Faculty, K.N. Toosi University of Technology, Tehran, Iran
Abstract
Publisher
Thomas Telford Ltd.
Subject
Building and Construction,Civil and Structural Engineering
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.19.00232
Reference28 articles.
1. Hysteresis behavior of t-stub connections with superelastic shape memory fasteners
2. Comparative response analysis of conventional and innovative seismic protection strategies
3. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation
4. Mechanical behaviour of shape memory alloys for seismic applications 1. Martensite and austenite NiTi bars subjected to torsion
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1. Shape Memory Alloy for Seismic Vibration Mitigation: A State-of-the-Art Review;Lecture Notes in Civil Engineering;2024
2. Parametric study on a resilient hybrid steel-shape memory alloy yielding damper;Journal of Vibration and Control;2023-10-19
3. Effect of infills on seismic resilience of special steel moment resisting frames;Structures;2021-10
4. Editorial;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2021-08
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