To　investigate　the　influence　of　dynamic　characteristics　and　parameters　on　the　dynamic　response　of　slope　under　earthquake　by　inputting　seismic　waves　of　different　types,　different　amplitude,　different　frequency　and　different　duration.A　shaking　table　model　test　of　anti-dip　rock　slope　of　weak　lithologic　association　and　a　penetrating　structural　plane　with　the　scale　of　1:1000　was　designed　based　on　the　Xuelongnang　landslide　in　Chang　du　city　Sichuan　province.Results　show　that　the　acceleration　amplification　coefficient　increases　along　the　slope　surface　and　vertical　direction　in　the　slope　body　with　the　increase　of　elevation　under　the　action　of　strong　earthquake,　and　presents　a　rhythmic　change　along　the　horizontal　direction.The　acceleration　amplification　coefficient　increases　with　the　increase　of　input　frequency.As　the　input　amplitude　increases,　it　increases　first　and　then　decreases,　and　the　amplitude　value　with　obvious　inflection　point　is　0.4g.The　influence　of　duration　on　the　dynamic　response　of　slope　is　the　least.Compared　with　the　Wenchuan　Wolong　wave,　the　dynamic　response　of　Maoxian　wave　to　the　slope　is　more　obvious.The　acceleration　amplification　coefficient　has　obvious　elevation　amplification　effect　along　the　slope　surface　and　vertical　direction　in　the　slope　body　and　surface　amplification　effect　along　the　horizontal　direction.Seismic　parameters　have　different　effects　on　slope　acceleration　amplification　effect.The　frequency　has　the　greatest　influence,　then　amplitude,　Duration　has　minimal　effect.The　closer　the　frequency　of　the　input　seismic　wave　is　to　the　natural　frequency　of　the　slope,　the　greater　the　influence　on　the　slope　is.　©　2022,　Editorial　Department　of　Journal　of　SJZU.　All　right　reserved.