抜粋
The fatigue durability of an arc-shaped member made of prestressed concrete is clarified through experimental and analytical work. The fatigue load is applied from both sides of a specimen repeatedly, which is supposed to be wave forces acting on the member. The fatigue strength of the member subjected to the alternate load is comparatively smaller than that subjected to the one-direction load. Furthermore, Miner's rule is applied to predict and examine the fatigue durability of the member due to waves in offshore regions around Japan. From the results of those, the applicability of the member to offshore structures is confirmed from the viewpoint of fatigue durability.
| 元の言語 | English |
|---|---|
| 出版場所 | Tokyo, Jpn |
| 出版者 | Japan Concrete Inst |
| ページ数 | 8 |
| 出版物ステータス | Published - 1985 |
| 外部発表 | Yes |
ASJC Scopus subject areas
- Engineering(all)
フィンガープリント FATIGUE PROPERTIES OF PC ARC-SHAPED MEMBERS SUBJECTED TO ALTERNATE LOADING.' の研究トピックを掘り下げます。これらはともに一意のフィンガープリントを構成します。
これを引用
Yokota, H., & Kiyomiya, O. (1985). FATIGUE PROPERTIES OF PC ARC-SHAPED MEMBERS SUBJECTED TO ALTERNATE LOADING. Japan Concrete Inst.