EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF HIGH STRENGTH REINFORCEMENT CONCRETE SPECIALLY SHAPED COLUMNS

Liu Ping; Li Yanyan; Chen Yanfeng; Xu Liying

doi:10.13204/j.gyjz201306012

Volume 43 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(6): 52-55

Zhao Yuxing, Yang Qing, Li Liyong. SEISMIC DESIGN BY SEMI-SLIP-SUPPORTED STAIRS FOR REASONABLE STRUCTURAL SYSTEM OF THE FRAME BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 94-97,148. doi: 10.13204/j.gyjz201201018

Citation:

Liu Ping, Li Yanyan, Chen Yanfeng, Xu Liying. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF HIGH STRENGTH REINFORCEMENT CONCRETE SPECIALLY SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 52-55. doi: 10.13204/j.gyjz201306012

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EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF HIGH STRENGTH REINFORCEMENT CONCRETE SPECIALLY SHAPED COLUMNS

doi: 10.13204/j.gyjz201306012

1.
1. Department of Programming and Construction,Hebei University of Technology,Tianjin 300130,China;
2.
2. School of Civil Engineering,Hebei University of Technology,Tianjin,300401,China;
3.
3. Norendar International Ltd,Shijiazhuang 050000,China

Received Date: 2013-01-04
Publish Date: 2013-06-20

Abstract

Abstract

For the effect of stirrup ratios on damage characteristic, hysteretic characteristic, rigidity degradation, ductility performance, energy dissipation capacity of T-shaped and L-shaped columns, through quasi-static test method, four concrete specially shaped columns, high strength steel bars were tested under low cyclic loading.The component failure characteristics and ductility performance were analyzed, hysteresis curves and stiffness degradation curves and equivalent viscous damping coefficient curves were also plotted.The results show that descending parts of the hysteresis loops of specially shaped columns, high strength steel bars and concrete are steeper and the ductility was also worse.The damage characteristic and the hysteretic characteristic of specimens were improved with the increase of stirrup ratios.The energy dissipation capacity of T-shaped column and L-shaped column were also enhanced with the increase of stirrup ratios.
- specially shaped column,
- high strength steel bars,
- low cyclic loading,
- seismic behavior

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References(10)

References

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[3] Wang T C ,Li X H,Zhao S W.Seismic Behavior of Frame with?Specially Shaped Columns Subjected to Cyclic Load [J].Transactions of Tianjin University,2007,13(5):340－343.

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