Traditional　village　dwellings　in　China　consisting　of　timber　frames　with　mud　and　stone　infill　walls　represent　an　important　part　of　cultural　heritage　and　civilization.　Due　to　the　lack　of　an　effective　link　between　the　wood　frame　and　the　infill　and　the　poor　cohesiveness　of　clay,　the　masonry　infill　can　collapse　during　an　earthquake,　whereas　the　wood　frame　suffers　minimal　damage.　In　this　study,　current　retrofitting　techniques　for　village　buildings　were　investigated　and　discussed.　A　method　using　polypropylene　(PP)　band　mesh　and　cement　mortar　to　retrofit　the　timber　frame　with　a　mud　and　stone　infill　was　proposed　and　the　connection　construction　details　were　designed.　In-plane　static　cyclic　tests　were　conducted　on　two　full-scale　wood-stone　hybrid　walls　reinforced　on　one　side　with　different　grid　sizes　of　the　PP　band　mesh.　The　failure　behaviors　of　the　reinforced　and　non-reinforced　sides　of　the　specimens　were　compared,　and　the　failure　mechanics　and　seismic　capacity　of　the　two　specimens,　i.e.,　the　strength,　stiffness,　ductility,　and　energy　dissipation,　were　investigated.　The　results　were　also　compared　with　those　of　a　previous　frame　with　stone　infill　without　pebbles　and　no　reinforcement.　The　study　indicated　that　the　retrofitting　method　strengthened　the　integrity　and　lateral　resistance　of　the　hybrid　structure　and　prevented　the　collapse　of　the　stone　infill　of　the　reinforced　surface　in　a　plane　earthquake.　The　grid　size　of　the　PP　band　mesh　substantially　affected　the　lateral　performance　of　the　reinforced　specimens.　The　hybrid　wall　with　the　narrow　PP　band　mesh　grid　(150　mm　x　150　mm)　had　a　higher　lateral　stiffness　(79%)　and　lateral　capacity　(50%)　than　the　wall　with　the　wide　grid　(250　mm　x　250　mm).　However,　the　narrow　PP　band　mesh　resulted　in　a　lower　ductility　of　the　wall　than　the　wide　PP　band　mesh.　The　involvement　of　pebbles　in　the　stone　infill　led　to　collapses　sooner　and　a　weaker　lateral　resistance　than　in　the　structure　without　pebble　infill.