The　effects　of　high-energy　pipe　whipping　after　rupturing　are　very　important　in　an　AP1000　nuclear　power　plant＇s　conventional　island　and　restraints　of　pipe　whipping　should　be　considered　in　the　design.　It　is　the　first　time　in　the　country　when　reinforced　concrete　shear　walls　are　used　as　restraint　services.　In　this　paper,　the　behaviors　of　walls　and　restraint　services　subjected　to　pipe　whipping　are　analyzed　through　static　and　dynamic　methods　in　the　finite　element　software　(ABAQUS),　in　which　all　kinds　of　nonlinearities　are　considered.　In　addition,　a　test　study　on　the　restraint　of　pipe　whipping　is　conducted.　The　results　show　that　the　wall　and　the　restraint　service　can　prevent　pipe　whipping　effectively　under　the　design　load,　and　anchor　plates　arranged　around　the　wall　opening　can　improve　the　local　concrete　compression　performance　of　concrete　to　reduce　the　damage　of　concrete.　Meanwhile,　the　study　also　provides　the　valuable　reference　for　wall　designing　to　prevent　from　pipe　whipping.