PROPOSAL OF HYBRID STRUCTURE USING CLT WALLS AND STEEL FRAMES AND VERIFICATION OF SEISMIC PERFORMANCE BY FRAME TEST

PROPOSAL OF HYBRID STRUCTURE USING CLT WALLS AND STEEL FRAMES AND VERIFICATION OF SEISMIC PERFORMANCE BY FRAME TEST

The feasibility of mid-to-high-rise timber buildings was examined and proven from the following 2 aspects:1. A hybrid structural system using CLT walls and steel frames, that can utilize the high strength and stiffness of CLT, was proposed, and full-scale steel frame-CLT wall test showed high perfor...

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Veröffentlicht in:Journal of Structural Engineering B 2024, Vol.70B, pp.67-74
Hauptverfasser: MINEGISHI, Arata, TAKAHASHI, Rina, ALJUHMANI, Ahmad Ghazi, TSUDA, Kazuki, MATSUMOTO, Naoyuki, MAEDA, Masaki
Format: Artikel
Sprache:eng ; jpn
Schlagworte:
bolted connections
Cross-laminated Timber (CLT)
Full scale loading test
Hybrid structures
Steel frame
Structural analysis
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Zusammenfassung:The feasibility of mid-to-high-rise timber buildings was examined and proven from the following 2 aspects:1. A hybrid structural system using CLT walls and steel frames, that can utilize the high strength and stiffness of CLT, was proposed, and full-scale steel frame-CLT wall test showed high performance.2. Practical structural analysis model was developed and validated by full-scale steel frame-CLT wall test, and it was found that the strength and stiffness could be evaluated with high accuracy.
ISSN:0910-8033
2436-6285
DOI:10.3130/aijjse.70B.0_67