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鋼筋混凝土牆、磚牆塑鉸設定與含牆建築物耐震能力評估之研究

A Study on Plastic Hinge Setting of Walls and Seismic Evaluation of Buildings

摘要


本文首先研提鋼筋混凝土(RC)牆與磚牆之塑鉸設定方法,以作為含牆建築物推覆分析(pushover analysis)之依據,並提出符合「建築物耐震設計規範」所訂地震需求之建築物耐震能力評估後處理分析程序,將推覆分析之成果具體展現成最大地表加速度(PGA)與各種結構性能之關係,供為建築物耐震能力評估之用。 本文以兩層樓含磚牆及十層樓含RC牆之RC建築物為例進行耐震能力評估。其中梁柱構件塑鉸之設定係參照作者等人先前研究所建議者,牆體塑鉸則按本文研提者,利用ETABS進行非線性推覆分析,以求得結構物的容量曲線及容量震譜。最後根據本文所建構之建築物耐震能力評估後處理分析程序完成此兩案例之耐震能力評估工作。

並列摘要


Associated with the previous study on the setting of plastic hinge for reinforced concrete beam and column, this paper proposes, further, the setting for the RC wall and the brick wall to accommodate the pushover analysis of the RC buildings with walls. The equivalent structural strut along the diagonal of the frame can be estimated to simulate the action of the RC wall, and its structural nonlinearity can be obtained for sequential pushover analysis. On the other hand, based on the experimental efforts on the brick wall by Prof. Hsu, we develop the setting of plastic hinge for the brick wall. Various different boundaries of the walls can be taken into account and modeled numerically for the use of pushover analysis. An efficient post-processor is developed in transferring the capacity curve and the capacity spectrum obtained from the pushover analysis of the RC buildings into the relationship between the peak ground acceleration (PGA) and the structural displacement response. As a result, the seismic evaluation of the RC buildings can be performed successfully.

參考文獻


宋裕祺、蘇進國、吳傳威、蔡益超(2004)。以結構性能為基準之鋼筋混凝土建築物耐震能力評估。建築學報。50,35-47。
Sung, Yu-Chi,Liu Kuang-Yen,Su Chin-Kuo,Tsai I-Chau,Chang Kuo-Chen(2005).A Study on Pushover Analyses of Reinforced Concrete Columns.Journal of Structural Engineering and Mechanices.21(1),1804-1826.
宋裕祺、劉光晏、蘇進國、蔡益超、張國鎮(2004)。鋼筋混凝土橫推覆分析之研究與探討。建築學報。46,47-65。
Belarbi, A.,Hsu, T. C.(1995).Constitutive Laws of Softened Concrete in Biaxial Tension-Compression.ACI Structural Journal.92(5),562-573.
Pang, X. B.,Hsu, T. C.(1996).Fixed Angle Softened Truss Model for Reinforced Concrete.ACI Structural Journal.93(2),196-208.

被引用紀錄


沈裕鈞(2010)。鋼筋混凝土建築物側推分析成果視覺化展示平台之建構〔碩士論文,國立臺北科技大學〕。華藝線上圖書館。https://doi.org/10.6841/NTUT.2010.00503
黃翠薔(2010)。含牆RC構架喪失底層柱之彈塑性反應行為研究〔碩士論文,國立屏東科技大學〕。華藝線上圖書館。https://doi.org/10.6346/NPUST.2010.00091
陳威成(2012)。由生命週期成本分析探討鋼筋混凝土消防廳舍耐震設計及補強基準〔博士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2012.01857
蘇進國(2008)。模糊遺傳演算法在橋梁耐震性能設計之應用與耐震維修補強生命週期成本最小化之研究〔博士論文,國立臺北科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0006-1308200813211900

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