FRP/钢复合管约束型钢混凝土圆柱抗震性能研究任务书
2020-03-19 12:34:26
1. 毕业设计(论文)主要内容:
套管柱和 frp 在土木工程中的广泛应用,很多研究者将 frp 应用到套管柱中进行研究。
在目前目前的研究领域中,有关型钢混凝土柱的轴压性能和抗震性能的研究较多,但是将复材用到型钢混凝土柱,组成 frp/钢复合管,从而研究受其约束后型钢混凝土柱的抗震性能的研究却不是很多,本文主要研究frp/钢复合管约束型钢混凝土柱的抗震性能。
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2. 毕业设计(论文)主要任务及要求
对FRP/钢复合管约束型钢混凝土圆柱进行了拟静力往复试验和数值模拟分析,同时对比研究了型钢混凝土圆柱的抗震性能,通过FRP/钢复合管约束型钢混凝土圆柱数值模拟分析进一步较系统地研究了参数变化对抗震性能的影响。
3. 毕业设计(论文)完成任务的计划与安排
按学校要求完成。
4. 主要参考文献
[1] 钟善桐. 钢管混凝土结构(第 3 版)[M]. 清华大学出版社, 2003: 8-44.
[2] Kenji S, Hiroyuki N, Shosuke, Isao N. Behavior of Centrally Loaded Concrete-filled Steel-Tube Short Columns [J]. Journal of Structural and Constructional Engineering. 2002, 130(2): 180-188.
[3] Tomii M, Sakino K, Xiao Y, Watanabe K. Earthquake resisting hysteretic behavior of reinforced concrete short columns confined by steel tube [C]. Proceeding of the international specialty conference on concrete filled steel tubular structures, Harbin, China, August 1985: 119-125.
[4] Priestley M, Park R. Concrete Filled Steel Tubular Piles under Seismic loading [A]. Proc of the International Specialty conference on Concrete-filled Steel Tubular Structures, Harbin, China, 1985(8): 96-103.Johansson M. The efficiency of passive confinement in CFT columns [J]. Steel amp; Composite Structures. 2002, 2(5): 379-396.
[5] Orito Y, Sato T, Tanaka N, Watanabe Y. Study on the unboned steel tube Composite Structure [C]. Proceeding of composite construction in steel and concrete. 1987: 786-804.
[6] Tomii M. Ductile and strong columns composed of steel tube in filled concrete and longitudinal steel bars [C]. Proceedings of the third ASCCS international conference on steel and concrete composite structures. Fukuoka, Japan, September, 1991:39-66.
[7] O'Shea MD, Bridge R. Tests on circular thin-walled steel tubes filled with medium and high strength concrete. Department of Civil Engineering Research Report No.R755, The University of Sydney, Sydney, Australia
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