RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES

Li Zhenyu; Chen Zhihua; Rong Bin; Liu Xiliang

doi:10.13204/j.gyjz200708009

Volume 37 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(8): 31-35,50

Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009

Citation:

Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009

Li Zhenyu, Chen Zhihua, Rong Bin, Liu Xiliang. RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 31-35,50. doi: 10.13204/j.gyjz200708009

Citation:

PDF( 0 KB)

RESEARCH ON CRISSCROSS COMBINED COLUMN OF CONCRETE-FILLED SQUARE TUBES

doi: 10.13204/j.gyjz200708009

1.
School of Civil Engineering,Tianjin University Tianjin 300072

Received Date: 2007-03-15
Publish Date: 2007-08-20

Abstract

Abstract

Column with section of concrete-filled square tubes is a new type of special-shaped column and crisscross combined column of concrete-filled square tubes is a representative one.The simplified equation of slenderness ratio is deduced for crisscross combined column of square steel tubes which are connected by the diagonal lacing bar.The feasibility of superposition theory for crisscross combined column of concrete-filled square tubes is studied,and it is verified by the analysis with ANSYS.
- special-shaped combined column of concrete-filled square tubes,
- crisscross section,
- superposition theory,
- slenderness ratio,
- ANSYS

FullText(HTML)

References(10)

References

.DB 129-16-2003.钢筋混凝土异形柱结构技术规程[S].

.沈祖炎,陈之毅. 矩形钢管混凝土结构设计施工中的若干问题[A].香港,2003.18-28.

.黎志军,蔡健,谭哲东. 带约束拉杆异性钢管混凝土柱力学性能的试验研究[J].工程力学,2001,(zk):124-129.

.钟善桐. 住宅建筑中推广钢管混凝土柱的优点[J].钢结构,2002,(02):16-19.doi: 10.3969/j.issn.1007-9963.2002.02.007.

.韩林海. 钢管混凝土结构[M].北京:科学出版社,2000.

.陈志华,李黎明,李树海. 矩形钢管混凝土柱的超声波检测试验及计算公式研究[J].建筑结构,2005,(09):34-38.

.陈志华,陈敖宜. 天津市钢结构住宅设计规程(DB29-57-2003)简介[J].钢结构,2004,(02):54-58.doi: 10.3969/j.issn.1007-9963.2004.02.016.

.王国周. 钢结构原理与设计[M].北京:清华大学出版社,1993.

.Eivid Hongnestad. A Study of Combined Bending and Axial Load in Reinforced Concrete Members[Bulletin 399,University of Illinois Engineering Experiment Station,Urbara,IL][R].1951.

.李四平,霍达,王箐. 偏心受压方钢管混凝土柱极限承载力的计算[J].建筑结构学报,1998.41-51.

Relative Articles

[1]	WU Chen, ZHANG Ying, XIANG Hong, MA Shenglan, JIANG Shaofei. Research on Mechanical Properties of L-Shaped Steel-Reinforced Concrete Rectangular Columns Under Eccentric Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 116-123,179. doi: 10.13204/j.gyjzG23030712
[2]	CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701
[3]	Xiao Yan, Feng Li, LüXiaohong, She Liyong, Shen Yali. EXPERIMENTAL STUDIES OF GLUBAM COLUMNS UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 13-17. doi: 10.13204/j.gyjz201504003
[4]	Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013
[5]	Li Kaiwen. SCHEME COMPARISON AND SELECTION OF BONDING STEEL AND CFRP CONCRETE FRAME JOINT CONTINUED PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 147-153,163. doi: 10.13204/j.gyjz201203031
[6]	Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018
[7]	Li Ke, Chen Guoping, Tang Lan. ANALYSIS OF SEISMIC BEHAVIORS OF THE MASONRY-CONCRETE TUBE COMPOSITE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 34-37. doi: 10.13204/j.gyjz201104008
[8]	Fu Zhongqiu, Ji Bohai. INFLUENCE OF SLENDERNESS RATIO UPON BEHAVIOR OF LIGHTWEIGHT AGGREGATE CONCRETE FILLED STEEL TUBE COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 112-115. doi: 10.13204/j.gyjz201001027
[9]	Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002
[10]	Guo Yanlin, Jiang Leixin, Zhang Enuo. LIMIT STRENGTH OF LIPPED H-SECTION MEMBERS UNDER BOTH COMPRESSION AND BENDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 22-27,14. doi: 10.13204/j.gyjz200909004
[11]	Yang Junjie, Gao Zijun, Wu Zuxian. EXPERIMENTAL STUDY OF CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR COLUMNS WITH OCTAGON SECTION UNDER ECCENTRIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 116-118,35. doi: 10.13204/j.gyjz200903030
[12]	Rong Bin, Chen Zhihua, Zhou Ting. RESEARCH ON AXIAL COMPRESSION STRENGTH OF L-SHAPED SHORT COLUMN COMPOSED OF CONCRETE-FILLED SQUARE STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 104-107. doi: 10.13204/j.gyjz200911024
[13]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[14]	Wang Ge, Zhang Jichao. STUDY ON APPLICATION OF IGP -STIFFEN CHS JOINTS IN GUANGDONG SCIENCE CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 93-97. doi: 10.13204/j.gyjz200710025
[15]	Zheng Lianqiong, Tao Zhong, . BEHAVIOR OF CURVED CONCRETE-FILLED CIRCULAR STEEL TUBULAR STRUTS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 23-26,41. doi: 10.13204/j.gyjz200611006
[16]	Geng Ou, Yuan Guanglin. TURY ON THE STRESS-STRAIN RELATIONSHIP OF CARBONATION CONCRETE AND THE FLEXURAL PERFORMANCE OF THE CARBONIZED REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 44-46. doi: 10.13204/j.gyjz2006010114
[17]	Zheng Yong-qian, Yang You-fu, Han Lin-hai. ANALYSIS OF THE THERMAL FIELD OF STEEL-CONCRETE COMPOSITE COLUMNS USING ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 74-77. doi: 10.13204/j.gyjz200608023
[18]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021
[19]	Wang Xin, Li Gang, Sheng Qinzhu, Lu Zhoudao. FINITE ELEMENT ANALYSIS OF THE FLY ASH BLOCK WALLS STRENGTHENED BY GLASS FIBER REINFORCED PLASTICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 96-98. doi: 10.13204/j.gyjz200507028
[20]	Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng. EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026