In　this　paper,　firstly,　static　experimental　research　on　systemic　seismic　performance　of　long　pier　I-shaped　column　models　is　presented.　With　three　wall　width-depth　ratios(4.0,　4.　5and　5.0),　the　4　specimens　with　the　1/2　scale　have　been　designed　in　two　ways,　in　one　way　the　column　is　reinforced　by　steels,　and　the　other　way　the　short　pier　shear　wall　is　reinforced　by　steels.　Secondly,　seismic　performance　of　the　long　pier　I-shaped　columns　is　discussed,　which　includes　bearing　capacity,　stiffness,　ductility,　energy　dissipation　and　hysteresis　property.　Thirdly,　some　seismic　advice　on　design　is　provided.