Abstract
小規模な港湾において長周期振動を引き起こす原因を荒天時に不規則波群に伴って来襲する2次長周期波と考え, その応答特性を数値解析および水理実験によって調べた. 数値解については, 長方形湾に対して厳密である解析解とも比較することによって, 共振による長周期波の増幅率の予測に関する適用性を明らかにした. 同時に, 実際のスペクトルを想定した不規則波計算も行い, 狭帯スペクトルの仮定に基づく本解析方法の有用性を示した.
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