Enhancing the seismic performance of historic timber buildings in Asia by applying super-elastic alloy to a Chinese complex bracket system-Reference-Cited by-同舟云学术

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Enhancing the seismic performance of historic timber buildings in Asia by applying super-elastic alloy to a Chinese complex bracket system

Published:2018-03-27 Issue:4 Volume:12 Page:734-748
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Xie Wenjun¹,Araki Yoshikazu²,Chang Wen-Shao³

Affiliation:

1. Department of Architecture and Civil Engineering, University of Bath, Claverton Down, Bath, UK

2. Department of Architecture and Architectural Engineering, Kyoto University, Nishikyo Ward, Kyoto, Kyoto Prefecture, Japan

3. Sheffield School of Architecture, The University of Sheffield, Sheffield, UK

Funder

International Copper Association

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2018.1442528

Reference18 articles.

1. Potential of superelastic Cu-Al-Mn alloy bars for seismic applications

2. Use of shape-memory alloys in construction: a critical review

3. Rotational performance of traditional Nuki joints with gap II: the behavior of butted Nuki joint and its comparison with continuous Nuki joint

4. Rotational performance of traditional Nuki joints with gap I: theory and verification

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Enhancing CLT floor vibration mitigation with pre-strained shape memory alloy-tuned mass dampers;Structures;2024-09

2. Shape-memory alloys and their application to civil infrastructure;Sustainable Materials in Civil Infrastructure;2024

3. Enhance resilience in timber connections with shape memory alloy and densified veneer wood;Proceedings of the Institution of Civil Engineers - Engineering History and Heritage;2023-12-06

4. Hysteretic behaviors reinforcement of Dou-Gong brackets: Experimental and numerical study;Structures;2022-12

5. Experimental and numerical study on eccentric compression performance of Dou-Gong brackets at column tops;Structures;2022-01

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