Here,　a　new　kind　of　self-reset　and　friction　energy-dissipating　pedestal　used　on　top　of　fixed　pier　of　a　continuous　girder　bridge　was　proposed.　Its　vertical　support　and　longitudinal　functional　components　were　separated　and　independent,　and　its　self-reset　and　friction　energy-dissipating　functions　were　completed　with　reset　spring　and　winding　cable,　respectively.　The　constitutive　model　of　the　pedestal　was　analyzed　theoretically　to　study　the　force-displacement　relation　of　its　each　component,　and　discuss　these　components＇　working　states　during　daily　use　and　earthquake　coming,　respectively.　Continuous　girder　bridge　model　with　scale　of　1:30,　and　self-reset　and　friction　energy-dissipating　pedestal　model　were　designed　and　fabricated.　The　shaking　table　loading　tests　were　conducted　to　contrastively　investigate　bending　moment　response　at　pier　bottom,　displacement　response　at　girder　end　and　girder　body　self-reset　effect　of　the　traditional　continuous　girder　bridge　model　and　the　continuous　girder　bridge　model　with　self-reset　and　friction　energy-dissipating　pedestals.　The　results　showed　that　the　self-reset　and　friction　energy-dissipating　pedestal　can　have　clear　constitutive　relationship　and　force　transmission　path;　the　continuous　girder　bridge　with　this　kind　of　pedestals　can　have　an　excellent　aseismic　effect　on　pier　bottom　bending　moment,　and　a　better　aseismic　effect　on　girder　end　displacement,　and　reveal　good　self-reset　effect　after　earthquake;　the　proposed　self-reset　and　friction　energy-dissipating　pedestal　can　provide　a　new　idea　for　bridge　pedestals　with　seismic　reduction　and　isolation　functions　in　the　future.　©　2021,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.