海洋開発論文集
Online ISSN : 1884-8265
Print ISSN : 0912-7348
ISSN-L : 0912-7348
後方杭式水中ストラット工法による標津漁港-4.0m耐震岸壁の設計・施工
佐藤 光一林 克恭工藤 悟田中 則男佐々木 真哉服部 和憲
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2000 年 16 巻 p. 451-456

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In recent years, several large-scale earthquake occurred in Japan. Many port structures and fishery harbor structures were damaged.
In the such social background, the-4.0m earthquake proof berth was designed and constructed at Shibetu fishery harbor.“Under water strutted steel structure system that have the piles behind the berth” was adopted for the structural model of the-4.0m earthquake proof berth. The adoption of this structural model is first in Japan.
This paper gave, “the design and construction of -4.0m earthquake Proof berth”, “the details of this structural model adoption”, “The technical characteristics of this structuralmodel”.

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