EXPERIMENTAL STUDY ON ASEISMATIC PERFORMANCE OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS

Zhang Jiwen; Jiang Chaowen

doi:10.13204/j.gyjz200911009

Volume 39 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(11): 33-39

Zhang Jiwen, Jiang Chaowen. EXPERIMENTAL STUDY ON ASEISMATIC PERFORMANCE OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 33-39. doi: 10.13204/j.gyjz200911009

Citation:

Zhang Jiwen, Jiang Chaowen. EXPERIMENTAL STUDY ON ASEISMATIC PERFORMANCE OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 33-39. doi: 10.13204/j.gyjz200911009

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON ASEISMATIC PERFORMANCE OF CONCRETE BEAM-COLUMN ASSEMBLIES REINFORCED WITH FINE GRAINED HIGH STRENGTH STEEL BARS

doi: 10.13204/j.gyjz200911009

1.
Key Laboratory of RC and PC Structures of Ministry of Education,Southeast University,Nanjing 210096,China

Received Date: 2009-07-25
Publish Date: 2009-11-20

Abstract

Abstract

In this paper,the material testing of HRBF is firstly taken and its result shows this kind of steel bars posess obvious and sufficient yielding stage and affiliates to a good ductile reinforcing material.Secondly,a total of four specimens of concrete frame beam-column assemblies reinforced with different ratios of HRBF were designed referring to available concrete code.And then the testing of the specimens under cyclic reverse loading was implemented.The performance of concrete beam-column assemblies during the whole process from initial cracking to final failure was tested and such important data as cracking load,ultimate load and load-displacement hysteresis curve for each specimen were recorded and given.The aseismatic indexes for ductility and energy-dispersion of the assemblies were also gained on the basis of testing results.The conclusion from the investigation can be drawn that the concrete beam-column assemblies reinforced with HRBF exibit good aseismatic performance and energy-dispersion performance.
- hot-rolled ribbed bars of fine grains(HRBF),
- reinforced concrete frame,
- beam-column assemblies,
- aseismatic performance,
- hysteresis curve

FullText(HTML)

References(10)

References

唐九如.钢筋混凝土框架节点抗震[M].南京:东南大学出版社,1989.

[2] 赵成文.反复荷载下高强混凝土框架内节点抗震性能试验研究[C]∥全国钢筋混凝土结构标准技术委员会节点与连接学会.昆明:1993.

[3] Frank J,Vecchio.Towards Cyclic Load Modeling of ReinforcedConcrete[J].ACI Structural,March-April,1999:193-202.

[4] 过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003.

[5] Paulay T,Park R.Joints in Reinforced Concrete Frames Designed forEarthquake Resistance[R].Department of Civil Engineering,Universityof Canterbury.Christchurch,New Zealand:1984.

[6] 吕西林,郭子雄,王亚勇.RC框架梁柱组合体抗震性能试验研究[J].建筑结构学报,2001,22(1).

[7] GB 5015292混凝土结构试验方法标准[S].

[8] 过镇海.混凝土的强度和变形实验基础和本构关系[M].北京:清华大学出版社,1997.

[9] 傅剑平.钢筋混凝土框架节点抗震性能与设计方法研究[D].重庆:重庆大学,2002.

[10] 黄志诚.钢筋混凝土框架结构室内增层节点抗震性能及植筋拉拔试验研究[D].南京:东南大学,2005.

Relative Articles

Supplements(0)

Cited By

Proportional views