BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE

Dong Chunmin; Lin Xinyan; Lian Jin

doi:10.13204/j.gyjz201104006

Volume 41 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 26-29,65

Dong Chunmin, Lin Xinyan, Lian Jin. BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 26-29,65. doi: 10.13204/j.gyjz201104006

Citation:

Dong Chunmin, Lin Xinyan, Lian Jin. BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 26-29,65. doi: 10.13204/j.gyjz201104006

Dong Chunmin, Lin Xinyan, Lian Jin. BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 26-29,65. doi: 10.13204/j.gyjz201104006

Citation:

Dong Chunmin, Lin Xinyan, Lian Jin. BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 26-29,65. doi: 10.13204/j.gyjz201104006

PDF( 0 KB)

BILATERAL SHEAR STRENGTH OF RECTANGULAR FRAME COLUMN UNDER EARTHQUAKE

doi: 10.13204/j.gyjz201104006

1.
School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454000,China

Received Date: 2010-10-20
Publish Date: 2011-04-20

Abstract

Abstract

The mechanism and calculation method of bilateral shear strength of rectangular frame columns ( RFC) under low-cyclic oblique horizontal loads were investigated based on an experiment including 5 rectangular frame columns without stirrup and 7 rectangular frame columns with stirrup. The results indicate unilateral shear theory can not be used to calculate bilateral shear strength of RFC. The main reason is that the diagonal crack of column develops rapidly under bilateral shear force，and the the concrete strength increased by axial force is limited. Secondly，the bilateral shear strength offered by concrete of RFC is calculated iteratively by unilateral shear theory. Based on the above analysis，the correlation property of bilateral shear strength of RFC without stirrup is analyzed. The results show the correlation relationship can be described as ellipse equation. And then an amendatory theory was put forward ， Which reduced the shear strength offered by concrete and axial force together on two principal axes. The comparison between the calculation and experimental results shows the formula is feasible and safe. At last，a formula to calculate bilateral shear strength of RFC under qrthquake was presented，in which RE is considered.
- bilateral shear strength,
- rectangular section,
- frame column,
- low-cyclic reversed road,
- earthquake

FullText(HTML)

References(11)

References

Woodward K A,Jirsa J O. Influence of reinforcement on RC short columns lateral resistance [J]. Journal of Structural Engineering-ASCE,1984,110(1) : 90 － 104.

[2] Maruyama K,Ramirez H,J O. Short RC Columns Under Bilateral Load Histories[J]. Journal of Structural Engineering,1984,110(1) : 120 － 137.

[3] GB 500102002 混凝土结构设计规范[S].

[4] 中国建筑科学研究院. 混凝土结构设计[M]. 北京:中国建筑工业出版社,2003:293 － 295.

[5] 叶列平. 混凝土结构: 上册[M]. 北京: 清华大学出版社,2002:25 － 172.

[6] 李艳艳,戎贤,皮凤梅,等. 高强箍筋混凝土梁的受剪性能 [J]. 广州:华南理工大学学报,2009,37(8) :89 － 93.

[7] 董春敏. 不等肢配箍矩形截面框架柱斜向受剪承载力试验研究[D]. 天津:天津大学,2007.

[8] 王铁成,线登洲,董春敏. 不等肢配箍矩形截面框架柱双向受剪承载力[J]. 天津: 天津大学学报,2008,41 ( 5 ) : 509 － 514.

[9] 费业泰. 误差理论与数据处理第二版[M]. 北京:机械工业出版社,1994:117 － 122.

[10] 傅剑平,张川,钟树生. 钢筋混凝土框架柱双向受剪承载力计算方法探讨[J]. 重庆建筑大学学报,2000,22(5) :1 － 3.

[11] 徐有邻,周氏. 混凝土结构设计规范理解与应用[M]. 北京: 中国建筑工业出版社,2005:172 － 190.

Relative Articles

[1]	LU Xinzheng, YUE Qingrui, XU Zhen, WANG Yixing, GU Donglian, TIAN Yuan. A Review on Novel Seismic Secondary Disasters in Urban Dense Building Areas[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 25-34. doi: 10.3724/j.gyjzG23121501
[2]	SHENG Zhigang, CHEN Xing, PAN Peng. Experimental Research on Influence Factors to Bearing Capacity and Stiffness Degradation of Small Concrete Block Walls[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 94-99. doi: 10.13204/j.gyjzG22071404
[3]	WANG Shanzhang, ZHANG Bing, ZHANG Qianbiao, ZHENG Huanze, GAO Yuhang. Experimental Research on Seismic Properties of Rectangular FRP-Concrete-Steel Double-Skin Tubular Columns Under Quasi-Static Load[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 136-141,178. doi: 10.13204/j.gyjzG22031713
[4]	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
[5]	HUI Cun, SHANG Qi, WANG Yuanqing, HAI Ran. EXPERIMENTAL RESEARCH ON BENDING BEHAVIOR OF ALUMINUM ALLOY BEAMS WITH RECTANGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 134-137. doi: 10.13204/j.gyjzG201906260002
[6]	Cai Xiaoning, Meng Shaoping, Sun Weiwei. REHABILITATION MECHANISM STUDY OF BEAM-TO-COLUMN CONNECTIONS FOR SELF-CENTERING POST-TENSIONED PRECAST FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 56-61.
[7]	Ni Guowei, Jiang Xinliang. REINFORCEMENT AND REPAIR METHOD OF EARTHQUAKE DAMAGED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 49-54,98. doi: 10.13204/j.gyjz201302010
[8]	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
[9]	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
[10]	Lu Kunlin, Zhu Dayong. THE STATE OF THE ART IN THE LIMIT EQUILIBRIUM METHOD BY MODIFYING NORMAL STRESSES OVER SLIP SURFACE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 131-136,45. doi: 10.13204/j.gyjz201206028
[11]	Xu Jufen, Yang Junjie, Xu Liangde. ANALYSIS OF CALCULATION OF SHEAR CAPACITY OF NODE CORE ZONE IN Z- SHAPED COLUMN FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 90-93,97. doi: 10.13204/j.gyjz2011205016
[12]	Bu Liangtao, Li Yiyue, Liu Xiong. STRENGTHENING DESIGN EXAMPLE OF FRAME COLUMNS BY STAGE REPLACING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 119-122. doi: 10.13204/j.gyjz201110028
[13]	Chen Xiong, Yang Junjie, Zhang Xuefeng, Cui Qinshu, Wang Lina. AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF EARLY CONCRETE COLUMNS AFTER EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 65-70. doi: 10.13204/j.gyjz201112015
[14]	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
[15]	Xu Xiangtao. DESIGN OF SECTION SIZE OF FRAME COLUMNS FOR REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 44-46,59. doi: 10.13204/j.gyjz201003012
[16]	Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016
[17]	Luo Qinger, Zhang Qianpeng, Cheng Wenrang, Wang Yun, Weng Yuhui. EXPERIMENTAL STUDY OF TENON CONNECTION FOR PRECAST MONOLITHIC R.C.FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 48-52. doi: 10.13204/j.gyjz20081013
[18]	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
[19]	Yan Jihong, Yu Liu. LIMITATION OF AXIAL-LOAD RATIO OF REINFORCED CONCRETE FRAME COLUMNS STRENGTHENED WITH AFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 104-106. doi: 10.13204/j.gyjz200706027
[20]	Jiang Xinliang, Nie Qilin, Zhang Yuelou, Gu Yan. EXPERIMENTAL RESEARCH ON THE L-SHAPE CONNECTION SPECIMENS MADE OF FIBER-REINFORCED PLASTERBOARD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 67-70. doi: 10.13204/j.gyjz200507019