2021年2月
Seismic Performance of Three-Story Cross-Laminated Timber Structures in Japan
Journal of Structural Engineering
- ,
- ,
- ,
- ,
- ,
- ,
- 巻
- 147
- 号
- 2
- 開始ページ
- 04020319
- 終了ページ
- 04020319
- 記述言語
- 英語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.1061/(asce)st.1943-541x.0002897
- 出版者・発行元
- American Society of Civil Engineers (ASCE)
To promote the development of cross-laminated timber (CLT) structures, the Japanese Government Notifications on Structural Design of CLT Buildings (GN 611) was issued in 2016. In GN 611, three types of platform-framing CLT structures were classified in the simple calculation method of Route-1. Compared with a platform-framing structure, which has been clarified in GN 611, a balloon-framing structure is superior in shortening the construction period and reducing the number of CLT panels and metal connectors. To study the seismic properties of balloon-framing CLT structures and develop new structures for a CLT building, four full-scale, 3-story CLT structures were tested under quasistatic cyclic loading: Specimen 1 was a platform-framing structure with narrow wall panels; Specimen 2 was a balloon-framing structure with continuous wall panels; Specimen 3 a was platform-framing structure with wide wall panels; and Specimen 4 was a balloon-framing structure with continuous wall panels and glulam beams. In this study, experiments were conducted, and the seismic performance of the balloon- and platform-framing CLT structures were evaluated and compared. The test results indicated that the seismic properties of Specimens 1, 2, and 3 were similar and that the design method of Specimen 1, as specified in GN 611, was applicable for Specimens 2 and 3. Specimen 4 exhibited higher lateral load resistance than the other three specimens. The performance of Specimen 4 depended on the moment-resisting performance of the glulam beam and CLTwall joint. In this case, the moment-resisting performance obtained through the experiment was significantly higher than the predicted performance. (C) 2020 American Society of Civil Engineers.
- リンク情報
-
- DOI
- https://doi.org/10.1061/(asce)st.1943-541x.0002897
- Web of Science
- https://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcAuth=JSTA_CEL&SrcApp=J_Gate_JST&DestLinkType=FullRecord&KeyUT=WOS:000600708400022&DestApp=WOS_CPL
- URL
- http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002897
- ID情報
-
- DOI : 10.1061/(asce)st.1943-541x.0002897
- ISSN : 0733-9445
- eISSN : 1943-541X
- Web of Science ID : WOS:000600708400022