In the previous paper, we improved a substructure online system for investigating the restoring force characteristics of exposed column-base. This substructure online system and interface of CSA ( Collaborative structural analysis ) forms a collaborative seismic performance evaluation system. This system enables collaboration among researchers by linking their programs and experimental systems through the Internet. As participants can shear data such as interactions between structural members, distribution of seismic loading and overall failure mode of building structures, it makes it very easy to investigate the seismic performance evaluation using the sophisticated knowledge of participants. Hence, we call it a collaborative seismic performance evaluation ( CSPE ). Also, the hysteretic damper is used to use the building frame in seismic area. In this paper, we evaluate the seismic performance of building frame with a shear panel dampers using this CSPE system. Evaluation results show validity and possibility of the presented CSPE system.