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題名 | 官氏機構複合梁柱減震效益研究=Study on Reductions of Earthquake of Kuan’s Seismic Structure Composite Column |
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作者 | 林俊源; 郭家全; 徐澤志; 陳煙和; Lin, Chun-yuen; Kuo, Chia-chuan; Hsu, Tze-chi; Chen, Yen-he; |
期刊 | 桃園創新學報 |
出版日期 | 20131200 |
卷期 | 33 2013.12[民102.12] |
頁次 | 頁41-57 |
分類號 | 441.571 |
語文 | chi |
關鍵詞 | 官氏機構; 複合柱; 減震; Kuan’s seismic structure; Composite column; Shock attenuation; |
中文摘要 | 本研究係藉由擬動態試驗一探官氏機構複合柱在強度及抗震效能上,相對於傳統同尺寸混凝土柱,能提高多少為研究目標。經實體足尺寸的實驗後,證實官氏機構複合柱相對同尺寸傳統R.C.柱,其勁度大為提升,其減震效果亦有明顯改善。本研究藉由擬動態試驗得到受力分佈情形之成果,可提供土木或結構工程師在建築結構設計階段作為重要的參考資料。 |
英文摘要 | In this research, the pseudo-dynamic test was applied to Kuan’s seismic structure composite column as well as to tradition and concrete column with the same size. The improvements of intensity and shock antidetonation efficiency were studied. After some experiments with full size entity, the Kuan’s seismic structure composite column was greatly improved in the stiffness, by comparing with the traditional R.C. column with the same size. It was significantly improved in the effect of shock attenuation. The force distribution obtained by pseudo-dynamic tests could also provide the civil or structural engineer in the building structure design stage as an important reference. |
本系統之摘要資訊系依該期刊論文摘要之資訊為主。