EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE

Zhao Lunyu; Shi Xudong; Zhou Jiankang

doi:10.13204/j.gyjz200508015

Volume 35 Issue 8

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(8): 60-63

WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305

Citation:

Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015

WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305

Citation:

Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015

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EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE

doi: 10.13204/j.gyjz200508015

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2004-12-16
Publish Date: 2005-08-20

Abstract

Abstract

Wall-beam-column combined structure is a new structure system with excellences of light weight,environment protection,energy saving and good construction performance.It can be widely applied to low-middle story buildings.Its structural behavior is a key to decide whether it can satisfy building safety and working function.For examining it,a two-story structure with full size was loaded horizontally under constant vertical load.The corresponding failure mode,weak positions and stiffness degrading property are discussed.From these test results,some important conclusions will be provided to further optimize and rationally design this structure.
- wall -beam -column combined structure,
- failure mode,
- crack,
- ultimate loading capacity,
- stiffness

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References(4)

References

[2] 臧人卓.新型复合墙板受力性能试验研究:[硕士学位论文].北京:清华大学,2004;

《装配式大板建筑》编写组.装配式大板建筑.北京:中国建筑工业出版社.1977;

[3] 臧人卓,时旭东,赵论语.钢筋混凝土复合墙板的轴向受力性能试验研究.工业建筑,2005,35(2):73～76;

[4] 周建康,时旭东,赵论语,臧人卓.钢筋型混凝土复合墙板的轴向受力性能分析与设计.清华大学学报(自然科学版),2004,12(44):4～6

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