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題名 | 複材積層板補強鋼筋混凝土柱之研究=Strengthening Analysis on Composite Laminate Strengthened Reinforced Concrete Column |
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作者姓名(中文) | 林文賓; 鍾文貴; | 書刊名 | 黃埔學報 |
卷期 | 38 1999.12[民88.12] |
頁次 | 頁415-424 |
分類號 | 441.557 |
關鍵詞 | 複材積層板; 鋼筋混凝土柱; |
語文 | 中文(Chinese) |
中文摘要 | 一般鋼筋混凝土柱承受偏心載重時,會產生斷面彎矩;而夠大的斷面彎矩將導致混凝土產生張力裂縫,隨著裂縫的發展,亦將影響柱之承載強度。藉著複材疊層板的補強,可提高己損傷柱之承載強度及勁度。本文旨在探討複材疊層板補強鋼筋混凝土柱之各項參數對柱之強度、勁度及韌性的影響,而這些參數包括偏心載重比、主鋼筋降服強度、混凝土無圍壓縮強度、主鋼筋比及複材比。 |
英文摘要 | In general, it will produce the section moment in the RC column as it is subjected to eccentric longitudinal compressive load. The tension cracks in the concrete result from the sufficient large section moment in the RC column. It will decrease the bearing capacity of the RC column as the tension cracks develop. It will increase the bearing capacity and stiffness of the damaged RC column that is strengthened by composite laminate. The inf1uence of CRC column strength, stiffness and ductility are studied. The influence inc1ude the ratio of eccentric load, the yield strength of reinforced steel, the unconfined compressive strength of concrete, the main steel ratio, and the composite laminate ratio. |
本系統之摘要資訊系依該期刊論文摘要之資訊為主。