EXPERIMENTAL STUDY ON SEISMIC DAMAGE PROCESS OF HRBF500 RC COLUMN

Zheng Jikun; Wang Quanfeng

doi:10.13204/j.gyjz201012014

Volume 40 Issue 12

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 51-54

Huang Tangsong, Ding Peimin, Shang Yuequan. NEW VIEWPOINT ON AXIAL STIFFNESS OF SINGLE PILES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 42-45,52. doi: 10.13204/j.gyjz200503016

Citation:

Zheng Jikun, Wang Quanfeng. EXPERIMENTAL STUDY ON SEISMIC DAMAGE PROCESS OF HRBF500 RC COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 51-54. doi: 10.13204/j.gyjz201012014

Huang Tangsong, Ding Peimin, Shang Yuequan. NEW VIEWPOINT ON AXIAL STIFFNESS OF SINGLE PILES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 42-45,52. doi: 10.13204/j.gyjz200503016

Citation:

Zheng Jikun, Wang Quanfeng. EXPERIMENTAL STUDY ON SEISMIC DAMAGE PROCESS OF HRBF500 RC COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 51-54. doi: 10.13204/j.gyjz201012014

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EXPERIMENTAL STUDY ON SEISMIC DAMAGE PROCESS OF HRBF500 RC COLUMN

doi: 10.13204/j.gyjz201012014

1.
College of Civil Engineering,Huaqiao University,Quanzhou 362021,China

Received Date: 2010-04-25
Publish Date: 2010-12-20

Abstract

Abstract

Based on the data of six HRBF500 RC columns cycle loading test,yield displacement and hysteretic energy of columns are calculated at the different axial compression ratio,shear span ratio and stirrup ratio.According to some problems of the classical model,scale parameter is proposed to coordinate the displacements of cycle loading and monotonic loading for amending the classical model.The columnsdamage process is analyzed by the amended dynamic model.The trend and law of the damage process are summarized considering the effect of axial compression ratio,shear span ratio and stirrup ratio.Finally the criterion for evaluation and design proposals are given.
- HRBF500,
- amended model,
- analysis of damage

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References(8)

References

[2] 肖建庄,代媛媛,赵勇,等.500 MPa 细晶粒钢筋高温下的应力－应变关系[J].建筑材料学报,2008(3): 276-282.

GB 1499.22007 钢筋混凝土用热轧带肋钢筋[S].

[3] 赵进阶,张钦喜,杨勇新.HRBF500 钢筋混凝土梁受弯承载力试验研究[J].工业建筑,2009,39(3): 52-55.

[4] JGJ 10196 建筑抗震试验方法规程[S].

[5] Park Young-Ji,Ang Alfredohk-S.A Mechanistic Seismic Damage Model for Reinforced Concrete [J].Journal of Structural Engineering,1985,111(4): 722-739.

[6] 于海洋.钢筋混凝土结构地震损伤模型研究[D].重庆: 重庆大学,2004.

[7] 王全凤,沈章春,杨勇新,等.HRB400 级钢筋混凝土短柱抗震试验研究[J].建筑结构学报,2008,29(2):114-117.

[8] 王全凤,刘良林.基于能量形式的损伤评价模型[J].建筑科学与工程学报,2008,25(4):31-35.

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