An　analytical　solution　for　the　diffraction　of　short-crested　incident　wave　with　uniform　current　on　a　composite　bucket　foundation　is　derived.　The　influences　of　the　uniformcurrent　on　wave　frequency,　wave　run-up,　wave　force,　and　inertia　and　drag　coefficients　on　the　composite　bucket　foundation　are　investigated.　The　numerical　results　indicate　that　the　current　incident　angle　and　current　velocity　have　significant　effects　on　the　short-crested　wave　run-up,　wave　force,　and　inertia　and　drag　coefficients　on　the　composite　bucket　foundation.　For　a　fixed　wave　number,　the　wave　frequency,　wave　run-up,　wave　forces,　and　inertia　and　drag　coefficients　obviously　increase　with　the　increase　of　current　velocity　when　the　relative　angle　between　the　current　velocity　and　wave　propagation　direction　is　smaller　than　90　degrees,　whereas　they　obviously　decrease　when　the　relative　angle　is　larger　than　90　degrees.　It　also　can　be　found　that　the　effect　of　wave-current　interaction　on　the　short-crested　wave　increases　with　the　increase　of　the　total　wave　number　and　the　decrease　of　the　water　depth.　The　short-crested　wave　forces　will　be　significantly　increased　when　the　current　incident　angle　parallels　to　the　direction　of　the　wave　propagating.　Therefore,　the　short-crested　wave-current　load　should　be　carefully　considered　in　the　design　of　the　composite　bucket　foundation　for　an　offshore　wind　turbine.