SEISMIC BEHAVIOR EXPERIMENTAL RESEARCH ON PERFORMANCE ENHANCEMENTS OF RAC COLUMN

Wang Sheliang; Yu Binshan; Fan Yujiang; Yang Tao

doi:10.13204/j.gyjz201311005

Volume 43 Issue 11

Dec. 2014

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Wang Sheliang, Yu Binshan, Fan Yujiang, Yang Tao. SEISMIC BEHAVIOR EXPERIMENTAL RESEARCH ON PERFORMANCE ENHANCEMENTS OF RAC COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 21-25. doi: 10.13204/j.gyjz201311005

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SEISMIC BEHAVIOR EXPERIMENTAL RESEARCH ON PERFORMANCE ENHANCEMENTS OF RAC COLUMN

doi: 10.13204/j.gyjz201311005

1.
School of Civil Engineering,Xi' an University of Architecture and Technology,Xi' an 710055,China

Received Date: 2013-07-30
Publish Date: 2013-11-20

Abstract

Abstract

Four recycled concrete column models with different proportions were designed and created based on the following recycled concrete frame model. Meanwhile,cyclic loading tests for them were carried out. It was compared the failure pattern,hysteretic behavior,stiffness degradation and ductility of 4 columns with different proportions through the experiment,the silica fume and recycled hybrid fiber effect on seismic behavior of ordinary recycled concrete columns was studied. The result was shown: compared with ordinary recycled concrete columns,cracking load,yield load and the corresponding displacement were increased slightly with incorporation of a single silica fume.But,the ultimate load and displacement were slightly lower. The indexes of seismic performance of ordinary recycled concrete columns could be effectively improved by adding appropriate recycled hybrid fiber.
- recycled aggregate concrete column,
- silica fume,
- recycled hybrid fiber,
- seismic behavior

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References(11)

References

肖建庄, 李佳彬, 孙振平, 等. 再生混凝土的抗压强度研究[J].同济大学学报, 2004(32):1558-1561.

[2] 肖建庄, 兰阳. 再生粗骨料混凝土梁抗弯性能试验研究[J]. 特种结构, 2006(23):9-12.

[3] 史宇. 钢纤维再生混凝土抗冲击性能的试验研究[J]. 工程技术, 2012(3): 39-42.

[4] 马石城, 唐昭青, 李晓全, 等. 硅粉对再生混凝土的强化试验研究[J]. 混凝土, 2006(11):36-38.

[5] 曹万林, 张亚齐. 再生混凝土结构抗震性能研究进展[C]//首届全国再生混凝土研究和应用学术交流会. 2008:117-124.

[6] Yamasaki Jujji,Tatematsu,Kazuhiko. Strength and Freeze-ThawＲesistance Properties of Concrete Using High-Quality ＲecycledAggregate[J]. Transactions of the Japan Concrete Institute, 1998(20):45-52.

[7] 王社良, 张博, 赵祥, 等. 一种多元混杂再生纤维增强再生混凝土制备方法[P]. CN102584135A:2012. 7. 18.

[8] 张波志, 王社良, 张博, 等. 再生混凝土基本力学性能试验研究[J]. 混凝土, 2011(7):4-6.

[9] GB/T 500812002 普通混凝土力学性能试验方法标准[S].

[10] 卢锦, 邹超英. 再生混凝土受压构件滞回性能试验研究[D].哈尔滨:哈尔滨工业大学, 2009.

[11] 尹海鹏, 曹万林, 张亚, 等. 不同再生骨料取代率再生混凝土柱抗震试验研究[J]. 世界地震工程, 2010, 26(1):57-63.

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