An Investigation on the Seismic Analysis of FRP-Repairing & Retrofitting of RC Frame With Wall

• Main Authors: Chieh-Fei Chuang, 莊傑斐
• Other Authors: Ya-Po Shiao
• Format: Others
• Language: zh-TW
• Published: 2006
• Online Access: http://ndltd.ncl.edu.tw/handle/76235205651968705596

碩士 === 中原大學 === 土木工程研究所 === 94 === Low-rise RC buildings are very popular in Taiwan. The walls of those buildings are commonly infill with bricks or RC. The aim of this study is to establish a method, which can predict the seismic resistance of RC frames with bricks or RC infill. Integrating the column-beam theory with sectional analysis program (Response), the pushover analysis from the program SAP2000 is used to get the capacity curves of those brick/RC-infill frames. An ultimate-softened truss model is employed to model the force-displacement relationship of bricks or RC walls. The numerical results of proposed method show good agreement with experimental results obtained from domestic research unit recently.