The　steel　and　concrete　hybrid　structures　are　widely　applied　in　high-rise　or　super　high-rise　buildings　in　China　due　to　their　superior　lateral　resistant　capacity,　fast　construction　and　lower　cost.　Connections　between　steel　beams　and　concrete　walls　are　the　key　to　ensure　that　the　concrete　core　and　the　exterior　steel　frames　work　together.　This　paper　provides　a　review　of　advances　in　seismic　behavior　of　connections　between　steel　beams　and　concrete　walls　and　in　the　development　of　design　rules.　It　is　found　that　the　research　on　seismic　behavior　of　connections　between　steel　beams　and　concrete　walls　is　inadequate　and　the　design　methods　prescribed　in　different　specifications　varied　greatly.　The　further　study　needs　to　be　conducted　on　the　seismic　behavior　of　the　connections　between　steel　beam　and　concrete　wall　need　further　study.