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  • 學位論文

鋼筋混凝土建築物之耐震補強技術研究-以RC元件補強

Seismic Rehabilitation of Reinforced Concrete Structures-Strengthening using Reinforced Concrete Elements

指導教授 : 黃昭勳
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摘要


本研究的目的在探討現有之鋼筋混凝土構架耐震補強方式中,以RC元件進行補強分析中分別比較傳統非韌性RC構架、韌性抗彎矩構架、RC剪力牆以及非結構RC牆(包括翼牆、含開口RC牆、槽縫牆及以碳纖貼片補強之非結構RC牆)在反向重覆載重作用下之側向力抵抗能力及韌性變形能力,並根據現有規範、實驗數據及相關研究報告探討上述補強方式應用於補強設計之可行性以作為工程實務之參考。

關鍵字

耐震補強 RC結構 填充牆

並列摘要


This study investigated the seismic retrofit methods of existing RC frame, strengthening using RC elements and compared the lateral force resistance capacity and ductile deformation capacity under lateral cyclic loads of tranditional nonductility RC frames, moment-resisting reinforced concrete frames, nonstructural RC walls ( wing-walls, openings, slits walls, CFRP ). And investigated the feasibility in engineering of seismic retrofit methods according to the norms, experimental data and eelated research paper.

參考文獻


[18] 國家地震工程研究中心(2008),校舍結構耐震評估與補強技術手冊,國家地震工程研究中心,台北。
[28] 黃世建、游倩雯,「含RC翼牆構架之耐震補強研究」,國家地震工程研究中心,台北,2004。
[1] ACI Committee 318(2005),”Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05), ” American Concrete Institue, Farmington Hills.
[2] A. A. Tasnimi(1998), “Strength and deformation of mid-rise shear walls under load reversal.” Engineering Structures, Vo.22, pp.311-322
[3] Erdem Canbay, Ugur Ersoy, and Guney Ozcebe(2003), “Contribution of Reinforced Concrete Infills to Seismic Behavior of Structural Systems.” ACI structural Journal, vol.100, pp637-642

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