An Investigation on the Seismic Analysis of FRP-Repairing & Retrofitting of RC Frame With Wall
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 col...
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2006
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Online Access: | http://ndltd.ncl.edu.tw/handle/76235205651968705596 |
Summary: | 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.
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