This paper deals with steel braced frame as increasing the lateral strength and ductility in order to seismic retrofit of existing buildings and discusses the designing criteria and calculation method of retrofitted buildings. The addition of steel braced frame can be effective for increasing the lateral strength and ductility of existing buildings. However, There is a problem in utilizing this method. It is the approach to provide an adequate connection between the existing RC frame and the installed steel braced frame, because global strength by failure mode(three type) depends on detail of connection and strength of existing RC frame. So, the designer must be confirmed if it satisfies the required performance or not. Failure mode of type I is the most appropriate for increasing the lateral strength and ductility. Seismic performance evaluation and strength calculation of seismic retrofit are performed by guideline by KISTEC(Korea Infrastructure Safety & Technology)’s “seismic performance evaluation and rehabilitation of existing buildings” and Japan Building Disaster Prevention Association. Buildings are modeled and non-linear pushover analysis are performed using MIDAS program.

Youth Training Facilities is a facility used for youth training activities. Youth Training Facilities is a facility that could be vulnerable to accidents. The purpose of this study is to minimize any accidents through analysing previous inspection data. Should avoid accidents that may occur during training activities through real-time management of the facility.

This paper deals with steel braced frame as increasing the lateral strength and ductility in order to seismic retrofit of existing buildings. However, There is a problem in utilizing this method. It is the approach to provide an adequate connection between the existing RC frame and the installed steel braced frame. So, the designer must be confirmed if it satisfies the required performance or not.

The aim of this study is to evaluate performance of snow-resistant for the existing building. For this purpose, it was to propose a way to evaluate whether facilities reach goal performance as performance level separated by immediate occupancy level and collapse prevention level. Preliminary evaluation was developed to conduct by using assessment index of five items of vulnerability and two items of impact for selecting the reinforcement priority of target facilities.