Title: | Japanese Efforts to Promote Steel Reuse in Building Construction |
Authors: | Fujita, Masanori Browse this author |
Fujita, Tetsuya Browse this author |
Iwata, Mamoru Browse this author |
Iwata, Yoshihiro Browse this author |
Kanemitsu, Tomomi Browse this author |
Kimura, Urara Browse this author |
Koiwa, Kazuhiko Browse this author |
Midorikawa, Mitsumasa Browse this author →KAKEN DB |
Okazaki, Taichiro Browse this author →KAKEN DB |
Takahashi, Satoshi Browse this author |
Tanaka, Teruhisa Browse this author |
Wada, Masatoshi Browse this author |
Keywords: | Steel reuse |
Environmental impacts |
Seismic design |
Damage-control design |
Steel property |
Traceability |
Issue Date: | Jan-2023 |
Publisher: | American Society of Civil Engineers (ASCE) |
Journal Title: | Journal of structural engineering |
Volume: | 149 |
Issue: | 1 |
Start Page: | 4022225 |
Publisher DOI: | 10.1061/(ASCE)ST.1943-541X.0003473 |
Abstract: | This paper describes the state of the art of structural steel reuse in Japan. A significant part of the material is taken from a document titled the Architectural Institute of Japan (AIJ) Recommendations for Sustainable Steel Building Construction (Draft) available only in the Japanese language. The motivations for and potential benefits of steel reuse are examined. The affinity between seismic design requirements and steel reuse is highlighted through a concept known as damage-control design. Some technologies for disassembly are introduced. The historical development and changes in Japanese structural steel are summarized, followed by a discussion on reusability of historical steel reclaimed from existing buildings. Reuse projects whose details are known to the authors are listed. The heart of the paper is a design procedure that specifies the structural engineer's role and involvement in planning, material procurement, and executing a steel reuse project. The discussion is concluded by six directions that should be pursued to make steel reuse a widely accepted reality in Japan. Among those directions are research needs to establish a procedure to quantify the remaining structural performance of reclaimed steel considering possible exposure to earthquakes, establish connections that allow for easy disassembly, and introduce modularized structural systems. High seismicity and the general practice to adopt full moment frames pose unique challenges for steel reuse in Japan. |
Rights: | This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0003473. |
Type: | article (author version) |
URI: | http://hdl.handle.net/2115/87645 |
Appears in Collections: | 工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)
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