In　order　to　study　the　seismic　behavior　of　wood　walls　with　glass　fiber-enhanced　cladding,　such　as　failure　mode,　hysteretic　characteristics,　carrying　capacity　and　deformation　capacity,　two　wood　walls　without　studs　and　one　with　stud　were　tested　under　cyclic　loading.　The　results　show　that　all　specimens　fail　in　flexure-compression　mode.　Horizontal　and　diagonal　cracking　occur　at　the　bottom　of　the　specimens,　vertical　cracks　occur　at　the　frame-wall　interface;　cracks　occurred　earlier　on　the　wall　under　high　axial　force.　Large　rotation　occurs　at　the　wall-pedestal　interface,　the　displacement　from　revised　lateral　load　versus　displacement　is　about　1/5　of　the　measured　top　displacement,　the　drift　ratio　corresponding　to　peak　load　ranged　from　1/528　to　1/445.　The　peak　load　carrying　capacity　of　the　specimen　reaches　100kN,　which　can　meet　the　aseismic　requirements　for　low-rise　residential　building　in　zones　of　seismic　fortification　intensity　no　more　than　8.　©　2018,　Editorial　Office　of　China　Civil　Engineering　Journal.　All　right　reserved.