Two　1/6　scale　models　of　short　pier　RC　shear　wall　structure　with　and　without　concealed　bracings　were　tested　on　the　shaking　table.　Based　on　the　experiments,　a　parallel　multi-component　model　with　core　brim,　a　parallel　multi-component　model　with　core　brim　and　oblique　link,　and　a　beam　model　with　obliquelink　were　put　forward　to　analyze　short　pier　shear　wall　structure.　The　proposed　calculating　model　considered　of　the　contribution　of　the　alar　plate　to　the　stiffness.　The　stiffness　matrix　and　the　constitutive　relations　of　all　the　constituent　components　were　proposed.　At　last,　two　examples　of　short　pier　shear　wall　structure　were　calculated　and　compared　with　the　experimental　results.　The　calculating　results　were　agreed　well　with　the　experimental　results,　which　show　that　the　analysis　model　is　effective.