CHARACTERISTIC ANALYSIS OF INTERIOR JOINTS OF RC FRAME WITH DIFFERENT DEPTH BEAMS

Xing Guohua; Liu Boquan; Wu Tao; Lu Benyan

doi:10.13204/j.gyjz201011013

Volume 40 Issue 11

May 2015

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Xing Guohua, Liu Boquan, Wu Tao, Lu Benyan. CHARACTERISTIC ANALYSIS OF INTERIOR JOINTS OF RC FRAME WITH DIFFERENT DEPTH BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 47-50. doi: 10.13204/j.gyjz201011013

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Xing Guohua, Liu Boquan, Wu Tao, Lu Benyan. CHARACTERISTIC ANALYSIS OF INTERIOR JOINTS OF RC FRAME WITH DIFFERENT DEPTH BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 47-50. doi: 10.13204/j.gyjz201011013

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CHARACTERISTIC ANALYSIS OF INTERIOR JOINTS OF RC FRAME WITH DIFFERENT DEPTH BEAMS

doi: 10.13204/j.gyjz201011013

1.
School of Civil Engineering,Chang’an University,Xi’an 710061,China

Received Date: 2010-03-22
Publish Date: 2010-11-20

Abstract

Abstract

According to the experimental investigation on ten specimens of interior joints with different depth beams under low cyclic reversed loading,the failure process and failure patterns were obtained.The experimental study was conducted that focused on the effect of vertical beam depth eccentricity on seismic behavior of the joint.Test results indicated that vertical beam depth eccentricity had an obvious effect on seismic behavior of the beam-column subassemblage.With the increasing of vertical beam depth eccentricity,the shear force of the joint increased gradually until reached its peak,and then decreased gradually;when vertical beam eccentricity was greater than the column section height,an exterior joint model would be better for this case analysis.According to the relative relation between the height of column and the vertical depth eccentricity of beam,the abnormal joints can be divided into two types,and the suggested formulas for characteristic calculation of the joints are also put forward.
- interior frame joint,
- seismic behaviours,
- different depth beams,
- characteristic calculation

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References(9)

References

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[2] GB 500112001 建筑抗震设计规范[S].

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[4] 邢国华.钢筋混凝土框架变梁异型节点破坏机理及设计方法研究[D].西安:长安大学,2009.

[5] Kim J,LaFave J M.Key Influence Parameters for the Joint ShearBehavior of Reinforced Concrete Beam-Column Connections [J].Engineering Structures,2007,29(10):2523-2539

[6] NZS3101:Part1.The Design of Concrete Structures[S].

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[8] Architectural Institute of Japan.Design Guidelines for Earthquake-Resistant Reinforced Concrete Buildings Based on InelasticDisplacement Concept[S].

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