書誌事項
- タイトル別名
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- EVALUATION OF SUPERIORITY OF MECHANICAL SHEAR CONNECTORS BASED ON FLEXURAL STIFFNESS OF COMPOSITE BEAM
抄録
<p>Generally, a steel beam is assembled with a concrete slab by mechanical shear connectors. Recent efforts on the shear connectors enabled structural engineers to realize stiff and ductile connections. However, their performance is usually assessed by the standard pushout tests; thus, the superiority at the member level is relatively untouched. This research first evaluates the shear stiffness of perfobond shear connectors, which was not quantified in earlier studies. Further, the flexural stiffness of the composite beam is derived, reflecting the interlayer slip. Ultimately, the superiority of respective connectors to stud shear connectors is visualized for future applications for building structures.</p>
収録刊行物
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- 日本建築学会技術報告集
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日本建築学会技術報告集 30 (74), 154-159, 2024-02-20
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390017732461782528
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- ISSN
- 18818188
- 13419463
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- Crossref
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- 抄録ライセンスフラグ
- 使用不可