DEVELOPMENT OF STEEL PLATE-BOLT JOINT SYSTEM FOR CLT HYBRID STRUCTURES: STRUCTURAL PERFORMANCE EVALUATION AND COMPONENT-LEVEL EXPERIMENT
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- ALJUHMANI Ahmad Ghazi
- School of Engineering, Tohoku Univ.
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- MATSUMOTO Naoyuki
- School of Engineering, Tohoku Univ.
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- MINEGISHI Arata
- School of Engineering, Tohoku Univ.
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- GOTO Yutaka
- Dept. of Architecture and Civil Engineering, Chalmers Univ. of Technology / School of Engineering, Tohoku Univ.
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- MAEDA Masaki
- School of Engineering, Tohoku Univ.
Bibliographic Information
- Other Title
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- CLTハイブリッド構造の鋼板−ボルト接合システムの開発：性能評価法と要素実験
Abstract
<p>In this paper, a bolt-type steel joint system for CLT-steel hybrid buildings is proposed. The proposed connection consists of insertion steel plates and steel bolts with a large diameter that connect two CLT walls to steel beams. Evaluation methods to predict the structural performance of the connection are proposed and validated with component-level one-bolt connection tests. It was found that the methods can be used to predict the structural performance of the connection with good accuracy. The proposed connection can utilize the high strength and stiffness of CLT wall panels while maintaining an acceptable level of ductility.</p>
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 30 (74), 106-111, 2024-02-20
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390862157391904128
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- ISSN
- 18818188
- 13419463
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed