Fundamental principles that govern retrofitting of reinforced concrete columns by steel and FRP jacketing

被引:122
|
作者
Wu, Yu-Fei [1 ]
Liu, Tao
Oehlers, Deric J.
机构
[1] City Univ Hong Kong, Dept Bldg & Construct, Hong Kong, Hong Kong, Peoples R China
[2] Shanghai Univ, Dept Civil Engn, Shanghai 200072, Peoples R China
[3] Univ Adelaide, Dept Civil & Environm Engn, Adelaide, SA 5005, Australia
关键词
reinforced concrete; columns; retrofit; jacket; review; tests; design; confinement;
D O I
10.1260/136943306778812769
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Extensive investigations on seismic retrofitting of reinforced concrete columns have been undertaken in recent years and many retrofitting methods have been developed and reported in the literature. However contradictory results and conclusions are not rare especially for jacketing of rectilinear columns, and there is not a clear picture on the current state-of-the-art in the literature. This work is based on the review and assessment of more than 120 papers, and collection and analysis of more than 700 column tests. In combination with the authors' original theoretical studies and experimental testing, this work identifies the key factors that affect the effectiveness and deficiencies of different retrofitting techniques and provides engineers with a clearer picture on the capabilities of different retrofitting techniques, in particular how to improve the effectiveness of a jacketing system. From the theoretical studies, this work also provides researchers with fundamental insight and principles that govern the retrofitting of RC columns, which shed light on the development of new models and identification of further research subjects.
引用
收藏
页码:507 / 533
页数:27
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