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

Turn off MathJax

Article Contents

Abstract

References

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

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

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

References(10)

References

[2] Cheng Tzu,Thomas Hsu.T-Shaped Reinforced Concrete Members?Under Biaxial Bending and Axial Compression [J].ACI Structural?Journal,1989,86(4):460－468.

JGJ 1492006混凝土异形柱结构技术规范[S].

[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.

[4] 吴波,荆亚涛．高温下钢筋混凝土异形柱空间框架的试验研究[J].华南理工大学学报:自然科学版,2009,37(6):129－135.

[5] 曲延全.SRC 异型柱正截面承载力试验研究[J].建筑技术,2011,42(8):745－748.

[6] Rong X,Zhang J X,Li Y Y.Experimental Research on Seismic?Behavior of Interior Joints of Specially Shaped Columns Reinforced?by Fiber[J].Applied Mechanics and Materials．2011,94－96:551－555.

[7] 刘金升,苏小卒,赵勇．配500 MPa 细晶钢筋混凝土柱低周反复荷载试验[J].结构工程师,2009,25(3):135－141.

[8] 张学辉．低周往复荷载下纤维增强混凝土异形柱结构的试验及理论研究[D].天津:天津大学,2008.

[9] 王铁成,林海,康谷贻,等．钢筋混凝土异形柱框架试验及静力弹塑性分析[J].天津大学学报,2006,39(12):1435－1459.

[10] 王铁成,张学辉,康谷贻．两种混凝土异形柱框架抗震性能试验对比[J].天津大学学报,2007,40(7):791－798．

Relative Articles

[1]	HOU Chongchi, WANG Kaixuan, ZHENG Wenzhong, LIU Yuchen, ZHANG Lijia, LI Hongbin. Seismic Performance and Cumulative Damage Analysis of Concrete Columns Confined by High-Strength Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 133-142. doi: 10.13204/j.gyjzG22111310
[2]	XIE Li, FANG Xu, CHEN Mengcheng, YANG Chao, HUANG Hong. Experimental Research on Mechanical Properties of Composite Cross-Shaped Concrete Filled Steel Tubular Column Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 133-137,196. doi: 10.13204/j.gyjz2018121501
[3]	HU Li, LI Zhiyuan, YANG Jiaqi, WANG Yuegui, LI Yingchun, HOU Pumin. Finite Strip Analysis of Properties of UHPC Members Reinforced with High Strength Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 115-121. doi: 10.13204/j.gyjzG22031112
[4]	SHU Xingping, WEI Mingguang, TAN Yongqiang. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PERFORMANCE FOR L-SHAPED COLUMN MADE OF STAINLESS STEEL SANDWICH PANEL WITH CORE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 40-44,50. doi: 10.13204/j.gyjz202002006
[5]	LIU Ping, WANG Zetong, CUI Saiyue, ZHAO Qingshan. FULL-SCALE TEST RESEARCH ON SEISMIC PROPERTIES OF SPECIAL-SHAPED COMPOSITE STEEL CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 156-160,188. doi: 10.13204/j.gyjz202006025
[6]	Li Yanyan, Chen Yanfeng, Zhang Xuehui. SEISMIC PERFORMANCE EXPERIMENTAL RESEARCH ON STEEL AND POLYPROPYLENE FIBER REINFORCED SPECIAL-SHAPED COLUMN EDGE NODE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 21-24.
[7]	Li Bingnan, Dai Hang, Zhang Jiwen. RESEARCH ON REALIZATION OF SEISMIC DUCTILITY BY HIGH STRENGTHREBAR FOR RAILWAY PIERS WITH LOW REINFORCEMENT RATIOS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 88-91.
[8]	Li Zhenbao, Song Youyou, Zhang Huiming, Xie Yongping, Ma Hua. STUDY OF SEISMIC PERFORMANCE OF RC SHEAR WALL WITH 1000 MPa HIGH-STRENGTH REBARS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 57-62. doi: 10.13204/j.gyjz2001412011
[9]	Chen Zongping, Xu Jinjun, Huang Kaiwang, Su Yisheng. TEST STUDY ON BOND PROPERTIES BETWEEN HIGH STRENGTH STEEL BAR AND RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 16-20. doi: 10.13204/j.gyjz201311004
[10]	Rong Xian, Zhang Jianxin, Li Yanjun, Li Yanyan. EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF INTERIOR JOINTS OF SPECIALLY SHAPED COLUMN FRAMES REINFORCED BY STEEL FIBER[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 47-51. doi: 10.13204/j.gyjz201305011
[11]	Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
[12]	Ye Xianguo, Wang Chengcheng, Chong Xun, Jiang Qing, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF BEAM WITH C1 00 CONCRETE AND HRBF500 GRADE REBAR[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 86-90. doi: 10.13204/j.gyjz201207013
[13]	Chong Xun, Ye Xianguo, Jiang Qing, Jiang Ye, Huang Xiaokun, Liu Gang. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 22-26,48. doi: 10.13204/j.gyjz201211005
[14]	Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010
[15]	Wang Tiecheng, Zhang Xuehui, Zhao Hailong, Qi Jianwei. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF EXTERIOR JOINTS WITH SPECIALLY SHAPED COLUMNS REINFORCED BY FIBER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 46-50,72. doi: 10.13204/j.gyjz201001013
[16]	Ji Jing, Zheng Wenzhong. EXPERIMENTAL RESEARCH ON FLEXURAL MECHANICAL BEHAVIOR OF ANGLE-STEEL CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 67-72. doi: 10.13204/j.gyjz200808018
[17]	Chen Changhong, Ma Lewei, Shan Jian, Huang Ying, WuMinzhe. ASEISMIC PERFORMANCE EXPERIMENT ON THE SPECIAL-SHAPED COLUMN FRAME STRUCTURES JOINTS OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 6-10,13. doi: 10.13204/j.gyjz200702002
[18]	Ouyang Yu, Lai Xiaojun. EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 77-81. doi: 10.13204/j.gyjz200705020
[19]	Mao Weifeng, Wu Yuntian, Xiao Yan, Anderson J.C., Nie Jianguo. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 1-4. doi: 10.13204/j.gyjz200511001
[20]	Qian Jiaru, Li Gengqin. STUDY ON APPLICATION OF SPECIAL-SHAPED COLUMNS TO BUILDINGS WITH SEISMIC FORTIFICATION INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 28-32. doi: 10.13204/j.gyjz200402010