Based　on　the　idea　of　damage　control,　this　article　studied　a　new　type　of　earthquake-resilient　prefabricated　sinusoidal　corrugated　web　beam-column　joints.　First,　the　constitution　and　advantages　of　prefabricated　sinusoidal　corrugated　web　beam-column　joints　were　introduced.　Then,　finite　element　models　are　developed　based　on　the　design　theory,　and　the　hysteretic　behaviour　of　prefabricated　sinusoidal　corrugated　web　beam-column　joints　was　investigated　using　the　finite　element　method　considering　the　effects　of　parameters　such　as　the　weakened　form,　thickness　and　unbolted　length　of　the　flange　cover　plate,　the　bolt　hole　form　and　the　gap　between　the　beams.　Finally,　cyclic　loading　test　and　repairing　test　were　conducted　on　a　basic　specimen,　and　the　rationality　of　the　numerical　analyses　and　the　design　theory　were　verified.　It　indicates　that　a　properly　designed　prefabricated　sinusoidal　corrugated　web　beam-column　joint　has　good　bearing　capacity　and　hysteretic　behaviour　with　earthquake　resilience.　The　thickness　and　unbolted　length　of　the　flange　cover　plate,　the　bolt　hole　form　and　the　gap　between　the　beams　have　significant　effects　on　the　seismic　behaviour　of　the　joint.