Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H-shaped beam to CHS column-Reference-Cited by-同舟云学术

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Cyclic behavior of connections equipped with NiTi shape memory alloy and steel tendons between H-shaped beam to CHS column

Published:2015-04 Issue: Volume:88 Page:37-50
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Wei,Chan Tak-Ming,Shao Hongliang,Chen Yiyi

Funder

National Natural Science Foundation of China

Ministry of Science and Technology of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. Cyclic properties of superelastic shape memory alloy wires and bars;DesRoches;J Struct Eng, ASCE,2004

2. Experimental behaviour of R/C frames retrofitted with dissipating and recentring braces;Gardone;J Earthquake Eng,2004

3. Applications of shape memory alloys in civil engineering structures—overview, limits and new ideas;Janke;Mater Struct,2005

4. Seismic retrofit of simply supported bridges using shape memory alloys;DesRoches;Eng Struct,2002

5. Steel beam–column connections using shape memory alloys;Ocel;J Struct Eng, ASCE,2004

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1. Experimental study on hysteretic performance of self-centring energy dissipation beam-to-column connections equipped with SMA plates;Journal of Building Engineering;2024-04

2. Performance‐based optimum seismic design of self‐centering steel moment frames with SMA‐based connections;Earthquake Engineering & Structural Dynamics;2024-02-13

3. Behavior of Smart Beams Reinforced with Superelastic Shape Memory Alloy Rebar (SMA)Subjected to Repeated Loading;Diyala Journal of Engineering Sciences;2023-12-15

4. Development and investigation of a novel precast beam-column friction hinge joint enhanced with Cu–Al–Mn SMA-plate-based self-centring buckling-restrained devices;Journal of Building Engineering;2023-11

5. Feasibility study of self-centring beam-to-column joints with posttensioned SMA strands;Structures;2023-06

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