Review and Suggest of Preliminary Seismic Evaluation Method - A Case Study of School Buildings in Tainan

• Main Authors: Tsai, Tsung-Ta, 蔡宗達
• Other Authors: Lai, Tzung-Wu
• Format: Others
• Language: zh-TW
• Published: 2013
• Online Access: http://ndltd.ncl.edu.tw/handle/76464396571543526120

碩士 === 高苑科技大學 === 建築研究所 === 101 === Most school buildings have been evaluated of aseismic capability by using Preliminary Seismic Evaluation Method in Taiwan. The base on the results, seismic evaluation and retrofit of school buildings would be finished. In this study, post occupancy evaluation of Preliminary Seismic Evaluation Method was discussed by the results of seismic evaluation and retrofit design for the school buildings. The impact factors, such as the response of earthquake response, the reduction for ductility and the resistance shear capability of components, were concluded. According to the Preliminary Seismic Evaluation Method developed by National Center For Research on Earthquake Engineering (NCREE), the horizontal shear strength of RC column which could provide for earthquake attacked is 15 kgf/cm2. In this study, general RC column which could provide for earthquake attacked is 7.005 kgf/cm2. And short RC column is 9.642 kgf/cm2. And then, there is a good agreement for divided the Preliminary Seismic Evaluation Method.