CALCULATION OF CRACK RESISTANCE CAPACITY OF ECCENTRIC BEAM-COLUMN CONNECTIONS IN REINFORCED CONCRETE FRAMES

Wang Jingfeng; Sun Jie; Liu Bingkang

doi:10.13204/j.gyjz200401012

Volume 34 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(1): 42-44

Wang Jingfeng, Sun Jie, Liu Bingkang. CALCULATION OF CRACK RESISTANCE CAPACITY OF ECCENTRIC BEAM-COLUMN CONNECTIONS IN REINFORCED CONCRETE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 42-44. doi: 10.13204/j.gyjz200401012

Citation:

Wang Jingfeng, Sun Jie, Liu Bingkang. CALCULATION OF CRACK RESISTANCE CAPACITY OF ECCENTRIC BEAM-COLUMN CONNECTIONS IN REINFORCED CONCRETE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 42-44. doi: 10.13204/j.gyjz200401012

Citation:

PDF( 0 KB)

CALCULATION OF CRACK RESISTANCE CAPACITY OF ECCENTRIC BEAM-COLUMN CONNECTIONS IN REINFORCED CONCRETE FRAMES

doi: 10.13204/j.gyjz200401012

1.
1. Department of Civil Engineering,Tongji University Shanghai 200092;
2.
2. Department of Civil Engineering,Anhui Institute of Architecture &Industry Hefei 230022;
3.
3. Department of Civil Engineering,Hefei University of Technology Hefei 230009

Received Date: 2003-02-21
Publish Date: 2004-01-20

Abstract

Abstract

In the eccentric joint core area of a reinforced concrete frame, the forces are complicated.In seismic area or under some exceptional conditions, eccentric joints are difficult to repair when cracks occur.Adopting spread-ended beam, it can save space, efficiently improve strength and ductility in the eccentric joint core area, and postpone the appearance and development of crack.In this paper, the major study parameters in eccentric joints are eccentricity and spread-ended beam width.Cracking resistance of eccentric beam-column joints are studied from cracking resistance capacity.The applied equation for computing crack resistance capacity is proposed.Compared with the test results, the calculated results are in good agreement with them.
- eccentric beam-column joints,
- spread-ended beam width,
- effective section width,
- calculation of crack

FullText(HTML)

References(6)

References

柳炳康, 黄慎江, 周安, 等.钢筋混凝土框架梁柱偏心节点抗震性能的试验研究.建筑结构学报, 1999(10):50～58

[2] Cheng-cheng Chen, Gwang-Kai chen.Cyclic Behavior of Reinforced Concrete Eccentric Beam-Column Corner Joints Connecting Spread-Ended Beams.ACI Structural Journal, 1999, 96(3):443～449

[3] 孙捷.不同加腋宽度下钢筋混凝土偏心节点抗震性能.合肥工业大学学报(自然科学版), 2001(5):935～939

[4] 唐九如.钢筋混凝土框架节点抗震.南京:东南大学出版社, 1989

[5] 赵鸿铁.钢筋混凝土梁柱节点的抗裂性.建筑结构学报, 1990(12):38～48

[6] 王静峰.钢筋混凝土框架梁柱偏心节点抗裂性能的试验研究:[硕士学位论文].合肥:合肥工业大学, 2002

Relative Articles

Supplements(0)

Cited By

Proportional views