REPAIR DESIGN AND ANALYSIS OF THE FOREST ROADWAY BRIDGE USING CLT FLOOR SLABS
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- OKAMOTO Ryotaro
- 北海道大学大学院 農学院
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- SASAKI Takanobu
- 北海道大学大学院 農学研究院
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- SAWATA Kei
- 北海道大学大学院 農学研究院
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- OHASHI Yoshinori
- 北海道立総合研究機構 林産試験場
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- MIYAUCHI Teruhisa
- 北海道立総合研究機構 林産試験場
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- KATO Takahiro
- (株)ダイヤコンサルタント 北海道支社
Bibliographic Information
- Other Title
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- CLT床版を用いた林道橋の補修設計と解析
Abstract
<p> To develop a new application for cross-laminated timber(CLT) in the civil engineering field, we focused on floor deck materials used for bridges and considered using CLT floor slabs to replace the floor slabs of existing bridges. When bridges are modified to meet modern design loads, in some cases, the primary girders require reinforcement owing to increased reinforcement concrete (RC) floor slab thickness. If the RC floor slabs can be replaced with CLT floor slabs of similar cross-sections, as CLT floor slabs have lesser weight, the modifications can be completed without reinforcing the girder. In this study, the feasibility of using CLT slabs is investigated for an existing forest roadway bridge in Hokkaido, where floor slab replacement work is planned, by analysis using the finite element method.</p>
Journal
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- Japanese Journal of JSCE
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Japanese Journal of JSCE 79 (28), n/a-, 2023
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390858164827231232
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- ISSN
- 24366021
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- KAKEN
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- Abstract License Flag
- Disallowed