Shaking　table　model　test　is　an　important　means　to　study　soil-underground　structure　dynamic　interaction　under　earthquake.　The　property　of　soil　filled　model　box　directly　affects　the　correctness　of　test　results.　Here,　based　on　the　basic　principle　of　structural　dynamics,　a　laminar　shear　model　box　with　adjustable　spring　and　damping　was　designed,　and　its　effectiveness　was　verified　with　shaking　table　tests.　Meanwhile,　the　dynamic　performance　of　the　model　box　was　analyzed　with　the　software　ANSYS.　The　test　and　analysis　results　showed　that　the　designed　laminar　shear　model　box　with　adjustable　spring　and　damping　has　a　good　effect　to　simulate　actual　site　with　infinite　boundary　condition,　and　reflect　a　soil-underground　structure　interaction　system＇s　dynamic　response　feature　of　being　controlled　by　speed　and　displacement;　the　performance　of　model　box　can　be　adjusted　according　to　type　of　model　soil　to　meet　test＇s　requirement　of　reducing　model　box　boundary　effect;　the　developed　laminar　shear　box　can　provide　a　new　idea　for　selection　of　test　box　in　other　geotechnical　seismic　engineering　problems.　©　2020,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.