In　order　to　investigate　the　influence　of　different　reinforcement　arrangements　on　the　aseismic　capacity　of　L-shaped　shear　walls　with　a　single　layer　of　web　reinforcements　along　the　non-engineering-axis　direction,　two　shaking　table　tests　of　L-shaped　shear　wall　models　with　a　single　layer　of　web　reinforcements　were　carried　out.　One　is　the　shear　wall　with　a　single　layer　of　web　reinforcements　and　another　is　the　shear　wall　with　both　a　single　layer　of　web　reinforcements　and　inclined　steel　bars.　The　total　reinforecment　ratio　of　two　shear　wall　models　is　the　same.　With　inputted　the　seismic　wave　of　El-Centro　along　the　non-engineering-axis　direction　of　L-shaped　shear　walls,　the　dynamic　characteristics,　the　dynamic　response　and　failure　mode　of　each　model　under　elastic,　the　crack　and　failure　stages　were　measured　and　compared,　also　the　aseismic　capacity　of　L-shaped　concrete　shear　walls　along　the　non-engineering-axis　direction　was　analyzed.　The　results　show　that　L-shaped　shear　walls　with　inclined　steel　bars　or　without　both　have　good　aseismic　performance　along　the　non-engineering-axis　direction　and　they　can　meet　the　aseismic　design　requirements　of　low　or　multi-layer　building　structures.　©　2018,　Engineering　Mechanics　Press.　All　right　reserved.