A STUDY ON NEW JOINT SYSTEM FOR GLULAM TIMBER BEAMS BY PRESTRESSING

• FUKAYAMA Kiyoroku

  JAPAN SOCIETY OF CIVIL ENGINEERS

• WATANABE Hiroshi

  ピーシー橋梁株式会社本社技術部設計第一課

• KUBOTA Tsutomu

  JAPAN SOCIETY OF CIVIL ENGINEERS

• MITSUI Yasuji

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• プレストレス導入による集成材の新接合方法に関する研究
• プレストレス ドウニュウ ニ ヨル シュウセイザイ ノ シン セツゴウ ホウホウ ニ カンスル ケンキュウ

Abstract

In recent years, the glulam timber beams, which upgraded the wooden characteristics, have been widespread in the world for the structures of civil and architectural constructions. In applying those materials to the large-sized structures, the new types of connections have been developed. In presence, there are few joint systems using steel plates and joint bolts. However, those systems are not always adequately satisfied with durability, construction performance, etc. Therefore, authors proposed the new joint system by prestressing. In this paper, several experimental and analytical studies on the effect of prestress of timber joint were conducted, and the feasibility of this system to apply for the large-sized structures were also discussed.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (616), 91-102, 1999-03-20

  Japan Society of Civil Engineers

Keywords

• wooden construction
• glulam timber beam
• new joint system by prestressing

Details

• CRID: 1390282680286030976
• NII Article ID: 10002528723
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.616_91
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4694938
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4694938
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/616/1999_616_91/_pdf
• Data Source:
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  • NDL
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  • CiNii Articles
• Abstract License Flag: Disallowed