
合成桁の鋼桁とコンクリートフランジとの間のずれ止めには, 通常頭付きスタッドが用いられる. 本論文では, 鋼桁のウェブに波形鋼板を用いた場合のずれ止めとして実績のある, 波形鋼板に孔をあけ, そこに鉄筋を通す接合構造 (埋込み接合と呼ぶ) の疲労強度を実験的な面から検討した. その結果, 波形鋼板ウェブに用いる埋込み接合は疲労に対しても十分な安全性を有していることがわかった.
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 2 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Average | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Average | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
